PROVISION OF MI ROOM AND LOGISTIC COMPLEX AT INS KARDIP KAMROTA

Amount

GENERAL SUMMARY NOTE: Schedule ‘A’ Part - I to XI are prepriced by MES under Ser No. 02 to 11. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.

Lumpsum price worked out by the tenderer for "BUILDINGS/STRUCTURES" as listed in Schedule ‘A’ Part- I

Lumpsum price worked out by the tenderer for "EXCAVATION & EARTHWORK INCLUDING SITE CLEARANCE AND LAND DEVELOPMENT" as listed in Schedule ‘A’ Part- II

Lumpsum price worked out by the tenderer for "INTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part- III

Lumpsum price worked out by the tenderer for "INTERNAL ELECTRIFICATION " as listed in Schedule ‘A’ Part- IV

Lumpsum price worked out by the tenderer for "ROAD/HARD STANDING /PATH " as listed in Schedule ‘A’ Part- V

Lumpsum price worked out by the tenderer for "SEWAGE DISPOSAL" as listed in Schedule ‘A’ Part- VI

Lumpsum price worked out by the tenderer for "AREA DRAINAGE" as listed in Schedule ‘A’ Part- VII

Lumpsum price worked out by the tenderer for "EXTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part-VIII

Lumpsum price worked out by the tenderer for "EXTERNAL ELECTRIC SUPPLY" as listed in Schedule ‘A’ Part- IX

Lumpsum price worked out by the tenderer for "COOLING AND HEATING APPLIANCES" as listed in Schedule ‘A’ Part- X

Lumpsum price worked out by the tenderer for "PILE FOUNDATION" as listed in Schedule ‘A’ Part- XI

Lumpsum price worked out by the tenderer for " TOE WALL" as listed in Schedule ‘A’ Part- XII

Subtotal

NOTE: Schedule ‘A’ Part - XIII "MICELLANEOUS ITEMS" is not prepriced by MES and prepriced rate indicated as 0.00 under Col.5 signifies this fact only. Bidder shall insert their rates in Green colour filled under Col-6.

Schedule ‘A’ Part-IV ( INTERNAL ELECTRIFICATION )

Supply and fixing GI bracket, light grade 32 mm dia and 50 cm long including two numbers GI clamp fixed on wall with necessary fixing arrangement complete all as specified and as directed.

Supply and fixing MCCB DB VTPN 4 way IP-54 made of sheet steel phos phatised, powder painted with copper bus bar of size not less than 100Amps current capacity, neutral link, earth bar and Din rail 415 Volts with double door with provision for MCCB TPN as incomer and MCB outgoing complete all as specified and as directed. Note : MCBs will measured and paid separately

Supply and fix Shadow less light fitting having dual dome with movable arm,fully counter balanced and fixed on suspension rod, capable of having axial rotation of 360 deg.The unit to be suitable for minar or OT and capable for operation on 230 V single phase, 50 cycles mains supply having lux level > min 1,60,000 per dome with colour temp of 4300 +/- 200K, field size : 120 to 350 mm dia, llumination depth : 140 CM, CRI : 95, working distance : 50 to 180 CM and with intensity controller complete all as specified and as directed. MAKE : Medinaim, SI surgical, Shalya, Hospi light India

Supply and fix UPS of 3 KVA Capacity with in built battery having back up for min 30 minutes complete all as specified and as directed.

M&L for earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below GL) with top edge of earth plate not less than 1.5 Mtr below normal ground level, earth plate surrounded from all sides by 15cm thick and packed layer of charcoal dust and common salt filling in alternate layers and electrode connections by using Galvanised wire 4 mm connected by means of bolts, nuts, check nuts and washer of galvanised iron or steel, provision of 15 mm dia GI pipe medium grade for protection of GI earth wire and 20mm dia GI pipe medium grade for watering arrangement and PCC (1:3:6) , type C1 chamber, MS funnel, wire gauge, 50 mm thick RCC 1:2:4, type B1 earth pit cover with 6 Nos, 8 mm dia high strength deformed steel TMT bars on both ways including necessary excavation in any type of soil, returning, filling in, removal of surplus soil to distance n exc 50 mtr, provision of charcoal and salt complete all as shown in electrical plate No 3 of schedule Part-I. Note: (i) Cost of GI earth strip and GI protection pipe upto 7.5mtr length shall be deemed to be included in the rate quoted for this item (ii) The unit rate shall also includes for Wire mesh, funnel, excavation, PCC chamber pit, test point complete

Schedule ‘A’ Part-VI (SEWAGE DISPOSAL)

M&L for RCC Septic tank for 100 users :-RCC Septic tank Conventional type designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., with effective depth of 1.5 meter and overall depth of 3 meter complete all as shown on drawing CE/TD/2022/16 Sht 1/1 as directed and specified.

Soakage well 3.0 M dia X 3.0 M effective depth :- M&L for Soakage wells 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 suitable size complete all as shown on drawing CE/TD/2022/17 Sht 1/1 as directed and specified.

Schedule ‘A’ Part-VIII (EXTERNAL WATER SUPPLY)

M &L for masonry valve chamber internal size of 600x600x600mm with 200 mm thick solid concrete block masonary, block casted using PCC 1:4:8 type D-2, built in cement and sand mortar 1:6, 15 mm plaster to thick intermal surface and external surface up to 15 cm below ground level and top of floor in CM 1:4 finished even and smooth without using extra cement 15 mm thick,MS sheet 3.15mm cover including 50x50x6 mm MS angle frame embedded in 150 mm thick PCC 1:2:4 type B-1,with 25x6 mm flat iron hold fast, handles, hinges with locking arrangments, applying one coat of red oxide primer and two coat of synthetic enamel paint to all steel surface including necessary excavation in any type of soil and disposal of surplus soil to a distance not exceeding 50m complete all as specified and directed.

Schedule ‘A’ Part-IX (EXTERNAL ELECTRIC SUPPLY)

Supply, install, testing & commissioning CPRI approved LT Panel Outdoor, floor mounted, cubical, self supported, CPRI approved make, front and rear openable, double door hinged type with locking arrangement and top canopy, suitable ventilations on both sides with wire mesh, IP-54 protection with dust and vermin proof etc. fabricated out of 3.15 mm CRCA sheet duly powder coated with 7 tank chemical process, mounted/fixed on and including MS angle iron stand /frame 40 cm height from FFL, fabricated out of 50x50x6 mm thick MS angles duly painted with black enamel synthetic paint over a red oxide primer duly grouted in PCC 1:3:6 foundation, control wiring copper stranded PVC insulated FRLS cables not less than 1.5 sqmm, suitable size/capacity of copper strips for switch gear connection from main bus bar, earth bus strip of suitable size for entire length of panel suitable size of MS gland with gland plate and alluminium lugs/thimbles for all incoming/out going cables etc.complete all as directed by Engr -in-charge including and accommodating the followings:-

M&L Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised iron strip 25×4mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel with provision of charcoal and salt etc all as shown in electrical plate No. 3 of SSR-2009 including RCC cover and MS angle iron frame, watering with GI pipe 20mm dia (medium grade) and MS funnel, concrecte pit including excavation, earthwork and tsting on completion complete all as specified and directed and directed by Engr-in-Charge. .Note:- (i) Cost of GI earth strip and GI protection pipe upto 7.5mtr length shall be deemed to be included in the rate quoted for this item (ii) The unit rate shall also includes for Wire mesh, funnel, excavation, PCC chamber pit, test point complete (iii) Earth work is deemed to be included in the quoted rate

S&F of HDPE double wall corrugated pipe confirming to IS -14930 Part II with IP protection IP-67 having outer dia 120 mm and inner dia of 103 mm with necessary couplers, bends etc for protection of LT cable complete all as directed by Engr-in-Charge.

S&F of HDPE double wall corrugated pipe confirming to IS -14930 Part II with IP protection IP-67 having outer dia 77 mm and inner dia of 63 mm with necessary couplers, bends etc for protection of LT cable complete all as directed by Engr-in-Charge.

Schedule ‘A’ Part-X (AIR CONDITIONING & COOLING APPLIANCES)

Supply and fix voltage stabilizer for automatic operation , single phase naturally air cooled indoor type &designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of +/- 2.5 % and capacity 5 KVA complete all as specified and directed.

Supply & installation, commissioning of 285 liters capacity refrigerator 5 star single phase 240 V, 50 Hz double door defrost type complete all as specifed and directed.

Schedule ‘A’ Part-XI (PILE FOUNDATION)

M& L Boring through any type of soil or hard/dense soil Min 6.0 m depth or as per drawing for Bored 600 mm dia cast in situ Vertical piles duly stabalising the side by drilling fluids and getting out and disposal of spoil to a distance 50 metres using Auger boring DMC method (Direct mud circulation) as approved by GE complete all as specified and directed.

M& L Boring through any type of soil or hard rock Min 6.5 m depth or as per drawing for Bored 600 mm dia cast in situ Vertical piles duly stabalising the side by drilling fluids and getting out and disposal of spoil to a distance 50 metres using Auger boring DMC method (Direct mud circulation) as approved by GE complete all as specified and directed.

M&L High strength deformed CRS steel bars(Fe 500) 10mm dia and over , cut to length , bent to shape required including cranking , bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) 0.9mm dia or securing with clips quality confirming to IS complete all as specified and directed.

All as per item no 21 above but 5mm dia and over upto and including 10mm dia in stirrups, spaces and binders complete all as specified and directed.

Carrying out initial pile load test on 600mm as per IS-2911 Part IV 2013 for 2.50 tirmes the safe design load as per structural drawing including bringing at síte all testing equipment, making arrangement for testing and removal of the sarme after completion of work and submitting the initial pile load test in qudaruplicate by approved consultancy duly signed by all concerned with site photography etc, complete all as specified and directed.

Carying out Routine pile load test on 600mm as per IS-2911 Part-1V-2013, for 1.50 times the safe design oad as per structural drawing including bringing at site al testing equipent, making arrangement for testing and removal of the same after completion of work and submitting the routine pile load test in qudaruplicate by approved consultancy duly signed by all concerned with site photography ett, complete all as specified and directed.

Carying out/ conduction pile integrity test using Low strain dynamic method all as per IS for 500mm dia piles complete all as specified and as directed

Carrying out Lateral load test on 600mm as per IS-2911 Part IV 2013 for 2.50 times the safe design load as per structural drawing including bringing at site all testing equipment, making arrangement for testing and removal of the sarme after completion of work and submitting the initial pile load test in qudaruplicate by approved consultancy duly signed by all concerned with site photography etc, complete all as specified and directed.

Carrying out standard penetration test(SPT) as per IS 2131 including collection of disturbed soil sample in bore holes at every 1.5mtrs depth or any change of strata and submit the report with all requiste data complete all as specified and directed.

Subtotal

Prasur Electricals & Engineering Co. (BID ID -3467021)