Military Engineer Services-MES has published Provision Of Ship Lay Apart Store And Ship Support Provision Of Ship Lay Apart Store And Ship SupportComplex At Vijay Nagar Of Icgs Hutbay. Submission Date for this Tender is 08-12-2020. Commercial Marine Vehicle Tenders in HUTBAY Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 19-Mar-2020 | Corrigendum No 01 | Date | 31-03-2020 |
| 2 | 24-Mar-2020 | Corrigendum 02 | Date | 08-04-2020 |
| 3 | 26-Mar-2020 | Corrigendum 03 | Date | 25-04-2020 |
| 4 | 17-Apr-2020 | Corrigendum 04 | Date | 16-05-2020 |
| 5 | 09-May-2020 | Corrigendum 05 | Date | 30-05-2020 |
| 6 | 23-May-2020 | Corrigendum 06 | Date | 13-06-2020 |
| 7 | 06-Jun-2020 | Corrigendum 07 | Date | 27-06-2020 |
| 8 | 19-Jun-2020 | Corrigendum 08 | Date | 11-07-2020 |
| 9 | 04-Jul-2020 | Corrigendum 09 | Date | 25-07-2020 |
| 10 | 18-Jul-2020 | Corrigendum 10 | Date | 07-08-2020 |
| 11 | 31-Jul-2020 | Corrigendum 11 | Date | 29-08-2020 |
| 12 | 07-Nov-2020 | Corrigendum 16 | Date | 01-12-2020 |
| 13 | 01-Dec-2020 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 08-12-2020 |
| PROVISION OF SHIP LAY APART STORE AND SHIP SUPPORT COMPLEX AT VIJAY NAGAR OF ICGS HUTBAY (Tender Id: 2019_MES_ 289008_1) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | GENERAL SUMMARY NOTE: \nSchedule ‘A’ Part I to IX are prepriced by MES under Ser No. 2.00 to 10.00. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only. | |||
| 2 | 2 | Lumpsum price worked out by the contractor for "Building / Structures” as listed in Schedule ‘A’ Part - I, inserted by MES | 1 | Lump sum | |
| 3 | 3 | Lumpsum price worked out by the tenderer for "Excavation and Earth work including site clearance and Land Development" as listed in Schedule 'A' Part-II | 1 | Lump sum | |
| 4 | 4 | Lumpsum price worked out by the tenderer for "Internal Water Supply" as listed in Schedule ‘A’ Part-III | 1 | Lump sum | |
| 5 | 5 | Lumpsum price worked out by the tenderer for "Internal Electrification" as listed in Schedule ‘A’ Part-IV | 1 | Lump sum | |
| 6 | 6 | Lumpsum price worked out by the tenderer for "Roads/Paths/Culvert" as listed in Schedule ‘A’ Part-V\n | 1 | Lump sum | |
| 7 | 7 | Lumpsum price worked out by the tenderer for "Sewage Disposal " as listed in Schedule ‘A’ Part-VI\n | 1 | Lump sum | |
| 8 | 8 | Lumpsum price worked out by the tenderer for "Area Drainage" as listed in Schedule ‘A’ Part-VII | 1 | Lump sum | |
| 9 | 9 | Lumpsum price worked out by the tenderer for "External Electric Supply" as listed in Schedule ‘A’ Part-VIII | 1 | Lump sum | |
| 10 | 10 | Lumpsum price worked out by the tenderer for "External Water Supply" as listed in Schedule ‘A’ Part-IX | 1 | Lump sum | |
| 11 | 11 | Subtotal | |||
| 12 | 12 | NOTE: Schedule ‘A’ Part - X 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. | |||
| 13 | 13 | SCHEDULE `A' PART - X (MISC ITEMS) \n(EXCAVATION AND EARTHWORK INCLUDING SITE CLEARANCE AND LAND DEVELOPMENT)\nSupply only white moorum/approved earth obtained from location at Hutbay with a lead of 15km to 25km from Hutbay Jetty and transporting the same to CG land at vijay nagar and stacking complete all as specified and as directed. | 1220 | CUBIC METRE | |
| 14 | 14 | (INTERNAL ELECTRIFICATION) \nSupply and Fixing Exhaust fan continuous heavy duty with louvers, double ball bearing, silent operation, rust proof body and blades with fixing arrangements of size 300mm sweep,heavy duty 1400 rpm, 240V, connection from ceiling rose complete all as specified and as directed.\nMake:- CG Cat No-EXHD300-4-1" or equivalent make in Bajaj,Usha and Orient (for Stores) | 11 | EACH | |
| 15 | 15 | Supply and Fixing Exhaust fan continuous heavy duty with louvers, double ball bearing. silent operation, rust proof body and blades with fixing arrangements of size 225mm sweep,heavy duty 1400 rpm, 240V, connection from ceiling rose complete all as specified and as directed. \nMake:- CG Cat No-TransAir 9" or equivalent make in Bajaj,Usha and Orient (For toilets). | 2 | EACH | |
| 16 | 16 | Supply and Fixing LED tube light fittings 1x20 W 230V, Energy efficient fitting decorative type complete including housing all prewired with high efficiency electronic driver complete fixed to wall/ceiling including connection by flexible PVC cable with stranded copper conductor from ceiling rose to connector of the fitting including LED tube complete all as specified and as directed. \nMake:- HAVELLS Cat Part No LHEWEBP5IN1W020 or equivalent in Bajaj/ Philips/wipro. | 80 | EACH | |
| 17 | 17 | Supply and Fixing LED tube light fittings 1x10 W 230V , Energy efficient fitting decorative type complete including housing all pre wired with high efficiency electronic driver complete fixed to wall/ceiling including connection by flexible PVC cable with stranded copper conductor from ceiling rose to connector of the fitting including LED tube complete all as specified and as directed. \nMake:- HAVELLS Cat Part No-LHEWEBP7IN1W010 or equivalent in Bajaj/ Philips/Wipro | 2 | EACH | |
| 18 | 18 | Supply and Fixing Energy saving and enviormental friendly long life LED 25 Watt street light made up of pressure die cast aluminium housing with acryllic cover as diffuser with IP66 protection including all fixing arrangement ,brackets nut bolt ,washer and connected from ceiling rose with tri colour flexible copper cable complete all as specified and as directed. \nMake:- HAVELLS Cat Part No-LHEWEBP7PL6S025 or equivalent make in Bajaj/Philips/Wipro. | 4 | EACH | |
| 19 | 19 | Supply.and fixing Sheet steel factory made, powder coated MCCB TPN DB with bus bar 200 Amps,Neutral link,Earth bar, double door TPN 4 way 415 volts complete all as specified and as directed.\nMake:- L&T /Legrand /Indo Asian/ ABB/ Siemens/ Schneider | 1 | EACH | |
| 20 | 20 | Supply and fixing MCCB TPN 63Amps,25 KA 415 volts complete all as specified and directed. \nMake:- L&T /Legrand /Indo Asian/ ABB/ Siemens/ Schneider | 1 | EACH | |
| 21 | 21 | Supply and fixing MCB SPN 40Amps, 240 volts, 10KA complete all as specified and directed. \nMake: L&T /Legrand /Indo Asian/ ABB/ Siemens/ Schneider | 8 | EACH | |
| 22 | 22 | Supply and fix MCB Single pole 240 volts 6-32 Amps 10KA complete all as specifed and as directed.\nMake: L&T /Legrand /Indo Asian/ ABB/ Siemens/ Schneider | 26 | EACH | |
| 23 | 23 | Material & Labour for earthing complete with Galvanized -seel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground (earth pit not less than 2.25 mir 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 Galvanized earth wire 4mm dia connected by means of bolts, nuts, check nuts and washer of galvanized iron or steel, provision of 15 mm dia GI pipe medium grade for protection of G1 earth wire and 20mm dia GI pipe medium grade for watering arrangement and PCC (1:3:6) , type CI 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\n | 2 | EACH | |
| 24 | 23.01 | Note:\n(i) Cost of GI earth wire and GI protection pipe upto 7.5mtr length shall be deemed to be included in the rate quoted for this item\n(ii) The unit rate shall also includes for Wire mesh, funnel, excavation.returninng & filling. PCC chamber pit,RCC cover & test point\n(iii) PCC pit shall be provided at least 500mm away from the earth pit and not just on the earth pit | |||
| 25 | 24 | (SOLAR LIGHT) \nSupply and fixing LED solar street light fitting (Aluminium Diecast) of capacity 1x24Watts of 02 day autonomy specification , street light solar panel module 1x120Wp, tubular lead acid battery of capacity 75Ah including external charge contronal 12V, GI tubular pole including all accessories complete all as specified and as directed. | 6 | EACH | |
| 26 | 25 | (EXTERNAL ELECTRIC SUPPLY)\nSupply and fixing double compression stainless steel gland for fixing armoured cable of size 4 core 16 sqmm complete all as specified and as directed. | 2 | EACH | |
| 27 | 26 | Supply and fixing of cable route indicator consisting of cast iron round shape 200 mm dia 12 mm thick blue in colour with embossed letter of LT CABLE 1100 Volts MES and fixed with hot dipped with GI angle iron of size 40 x 40x 6 mm thick 0.8 mtrs long with GI nuts and bolts embedded to ground in route of cable along the PCC of 1:3:6 type C2 complete all as specified and directed. | 4 | EACH | |
| 28 | 27 | Supply, install, test & commissioning of LT cubical outdoor type box made out of CRCA sheet 3.15mm thick totally enclosed with front and rear opening, hinged door with projected on raised platform of suitable size, weather and water proof with necessary locking arrangements alongwith lugs, cable glands of various sizes for cable, strickering of swithcher gear about load termination, danger notice plate, cable connector for connecting multi cables located in cable chamber terminated from the switchgear, and the nuts/bolts etc used are to be made of rust proof material as per IS with insulators suitable for three phase and capacity complete & powder coating, necessary internal electric connection as required with MCCB 4 Pole 63 Amp 50 Hz 415V with rupturing capacity 25KA complete all as specified and as directed. | 1 | EACH JOB | |
| 29 | 28 | M&L for earthing complete with Galvanised steel earth plate electrode 60 cm x 60 cm 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 earth strip 25x4mm 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 | 2 | EACH | |
| 30 | 28.01 | 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\n(ii) The unit rate shall also includes for Wire mesh, funnel, excavation,returninng & filling, PCC chamber pit,RCC cover & test point\n(iii) PCC pit shall be provided at least 500mm away from the earth pit and not just on the earth pit | |||
| 31 | 29 | (EXTERNAL WATER SUPPLY) \nMaterial and Labour for making new connection of PP-R distribution branch by providing and fixing PP-R tee of size 50x50x25mm including cutting, making fusion joint,all accessories etc complete all as specified and as directed. | 1 | EACH JOB | |
| 32 | 30 | PILE FOUNDATION\nDrilling/boring through any type of soil (loose/hard/soft) upto the depth as directed /indicated for 500 mm dia outet dia bored cast-in-situ vertical piles duly stabilising the sides by drilling fuilds ( Reverse or DMC Method) or by driving 6mm thick casing pipe upto loose strata or refusal level or any other approved method and disposal of drilled /bored material to a distance exc.50m and not exc 100 m all as specified and directed .\n | 1720 | RUNNING METRE | |
| 33 | 31 | Drilling/boring through soft rock upto the depth as directed /indicated for 500 mm dia outet dia bored cast-in-situ vertical piles duly stabilising the sides by drilling fuilds ( Reverse or DMC Method) or by driving 6mm thick casing pipe upto loose strata or refusal level or any other approved method and disposal of drilled /bored material to a distance exc.50m and not exc 100 m all as specified and directed .\n | 391 | RUNNING METRE | |
| 34 | 32 | Drilling/ boring through Hard rock upto the depth as directed /indicated for 500 mm outer dia bored cast-in-situ verical piles duly stabilising by drilling fluids ( reverse or DMC method) or by driving 6mm thick casing pipe upto loose strata or refusal level or any other approved methods and disposal of drilled. bored material to a distance exc 50m and not exc 100 m all as specified and directed .\nNotes for Item No 30 & 32 :-\n(i) Concrete and reinforcement shall be measured and paid separately. \n(ii) The boring of piles shall be commenced from original/made up ground level before carrying out site levelling work. The depth of boring of piles shall be measured from the top of original/made up ground level to the approved founding level.\n(iii) Bentonite slurry used for mixing with soil (obtained from the boring) shall be disposed off out side MD land as directed by the Engineer-in-Charge. The unit rate quoted against above Items shall interalia be deemed to included for this operation and no extra payment shall be admissible on this account.\n | 86 | RUNNING METRE | |
| 35 | 32.01 | (iv) Casing pipe used while driving of piles shall be removed after providing RCC cast in situ piles as directed by the Engineer in charge. The unit rate quoted against above Items shall interalia be deemed to include for this operation and no extra payment shall be admissible on this account. | |||
| 36 | 33 | Material and Labour for RCC M-35 design mix for cast-in-situ piles using tremie method including chipping of piles from cut of level to minium height pf 50cm including necessary excavation and earth work together with disposal of chipped off concrete and spoil obtained from excavation to a distance exc 500 m and not exc 1000 m complete all as specified and shown on drawings \nNOTE: \n(i)Reinforcement shall be measured and paid seperatly under relevant items of this schedule .\n(ii) The boring of piles shall be commenced from original/made up ground level before carrying out site levelling work. The depth of boring of piles shall be measured from the top of original/made up ground level to the approved founding level. | 396 | CUBIC METRE | |
| 37 | 34 | Carrying out /conducting tesing piles for intial load test all as per clause 6.1.5 & 6.1.6 of IS -2911 part -IV -1985 for 170T safe load on test pile of 500 mm bore including bringing at site all testing equipment making arrangement for testing and removal of the same after completion and recording the test result and preparing the test sheet complete all a specified and directed \nNOTE : Rate including for test pile boring concreted and reinforcement | 1 | JOB | |
| 38 | 35 | Carrying out /conducting testing pile for Routine load test all as per clause 6.1.5 & 6.1.6 of IS -2911 part-IV -1985 for 128T safe load on test pile of 500 mm bore including bringing at site all testing equipment making arrangement for testing and removal of the same after completion and recording the test results and preparing the test sheets complete all as specified and directed | 2 | JOB | |
| 39 | 36 | Material and Labour for TMT Steel bars 10mm dia and over, cut length, bent to shape requried, including crancking, bending, sprilly for hopping for coloumns, hooking ends and binding withand including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed . | 33775 | KILOGRAM | |
| 40 | 37 | Material and Labour for TMT Steel 5 mm to 10 mm dia and over cut to length bent to shape requried including crancking and binding with mild steel wire anneled not less trhan 0.90mm dia complete all as specified and as directed | 5818 | KILOGRAM | |
| 41 | 38 | Carrying out / conducting Pile integrity test using low strain dynamic pile integrity method for 500mm dia piles complete all as specified and directed. | 2 | EACH | |
| 42 | 39 | Subtotal |
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