Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 CrAccepted-AOC 17 1624A MUMDAMVELI KOCHI 682 507 | ERNAKULAM | KERALA | 682507 | ₹8.1 Cr | L1 | Accepted-AOC BEING LOWEST L1 |
| 2 | L2₹8.7 Cr+₹64.9 L (8.04%)Rejected-Finance THOTTAPPALLY HOUSE EMILY KALPETTA P O KERALA 673121 | WAYANAD | KERALA | 673121 | ₹8.7 Cr+₹64.9 L (8.04%) | L2 | Rejected-Finance NOT BEING LOWEST |
| 3 | L3₹9.9 Cr+₹1.9 Cr (23.2%)Rejected-Finance | ₹9.9 Cr+₹1.9 Cr (23.2%) | L3 | Rejected-Finance NOT BEING LOWEST |
Tender Value
₹7.6 Cr
EMD Value
₹7.0 L
Closing Date
17 Mar 2023, 6:00 pmClosed
CHIEF ENGINEER CG GOA
HQ CE CG GOA BOGMALI CHICOLNA GOA 403806
PROVISION OF SINGLE ACCOMMODATION AND COOK HOUSE FOR DEFENCE SECURITY CORPS (DSC) AT CGDHQ-4, KOCHI
2023_MES_579464_1
82103/E8
Open Tender
Civil Works
Lump-sum
540 days
GE(I) CG KOCHI
AS PER TENDER DOCUMENT
8 documents required · 8 mandatory
₹3,000
GE I CG KOCHI
₹7.0 L
Yes
18 Apr 2023
7 Feb 2023
20 Mar 2023
7 Feb 2023
17 Mar 2023
10 Mar 2023
Amount
SCHEDULE "A" Part - I (BUILDING WORKS) Details of prepriced schedule is given in tender documents.
SCHEDULE "A" Part - II (EXCAVATION/ SITE CLEARANCE, AREA DEVELOPMENT) Details of prepriced schedule is given in tender documents.
SCHEDULE "A" Part - III (INTERNAL WATER SUPPLY) Details of prepriced schedule is given in tender documents.
SCHEDULE "A" Part - IV (INTERNAL ELECTRIFICATION) Details of prepriced schedule is given in tender documents.
SCHEDULE "A" Part - V (ROAD/ PATH/CULVERT) Details of prepriced schedule is given in tender documents.
SCHEDULE "A" Part - VI (SEWAGE DISPOSAL) Details of prepriced schedule is given in tender documents.
SCHEDULE "A" Part - VII (AREA DRAINAGE) 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 (COOLING APPLIANCES/ HOT WATER SUPPLY) Details of prepriced schedule is given in tender documents.
SCHEDULE "A" PART -XII (MISCELLANIOUS ITEMS) Note:- This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col.' E ' signifies this fact only.
PILE FOUNDATION: Boring for bored cast in situ pile 500 mm dia through any depth of any type of soil, clay, and getting out & disposal of spoil to any distance outside of MD land and depositing at a place as directed by the Engg In Charge using DMC method (Direct Mud Circulation)
Boring for bored cast in situ pile 600 mm dia through any depth of any type of soil, clay, and getting out & disposal of spoil to any distance outside of MD land and depositing at a place as directed by the Engg In Charge using DMC method (Direct Mud Circulation)
Boring for bored cast in situ pile 450 mm dia through any depth of any type of soil, clay, and getting out & disposal of spoil to any distance outside of MD land and depositing at a place as directed by the Engg In Charge using DMC method (Direct Mud Circulation)
M & L For boring 500mm dia. under reamed piles to a depth of 9 m including forming one bulb in any type of soil/strata by augur boring or any other approved method all as shown on drawings specified and as directed. Note: - The quoted rate shall include mobilization and demobilization of piling equipment, forming bulbs, making approaches to site; nothing extra shall be paid on any account. Complete all as specified and directed.
Reinforced cement concrete of grade M-30 design mix (RMC) as per IS-456 with using 20 mm graded stone aggregate in cast in situ DMC bored pile/under reamed bored pile of any length/any sections as shown on drg as in bored pile etc complete all as specified and directed.
Reinforced cement concrete of grade M-30 design mix (RMC) as per IS-456 with using 20 mm graded stone aggregate in pile caps / grade beams complete all as specified and as shown on drg (Note:- Reinforcement will be measured and paid for seperately under relavent items of this schedule)
Providing TMT bars (CRS/HCRM/CRM) in reinforcement 10 mm dia and over for bored piles of any length and any dia all as shown on drgs including cut to length, bend to required shape, cranking/hooking ends if necessary and binding with 0.9mm dia MS wire annealed or welding so as to secure the bar firmly in position/ required shape complete all as specified and shown on drgs (Fe-500D).
Providing TMT bars (CRS/HCRM/CRM) in reinforcement 10mm dia and over conforming to IS-1786 as Helical/stirrups for piles cut to length, bent to shape required, and binding with 0.9mm dia MS wire annealed or welding so as to secure the bar firmly in position/ required shape complete all as specified and shown on drgs (Fe-500D).
Providing TMT bars (CRS/HCRM/CRM) in reinforcement 10 mm dia and over for pile caps/ grade beams all as shown on drgs including cut to length, bend to required shape, cranking/ hooking ends if necessary and binding with 0.9mm dia MS wire annealed or welding so as to secure the bar firmly in position/required shape complete all as specified and shown on drgs (Fe-500D).
Providing TMT bars (CRS/HCRM/CRM) in reinforcement 5 mm dia and over up to and including 10mm dia conforming to IS-1786 as stirrups for pile caps/ grade beams cut to length, bent to shape required, and binding with mild steel wire (annealed) not less than 0.9mm dia or welding so as to secure the bar firmly in position/required shape complete all as specified and shown on drgs (Fe-500D).
M&L for providing PCC (1:4:8) type D-2 using 40 mm graded stone aggregate for concrete layer below pile caps foundation complete all as specified and directed.
Formwork to sides of pile caps/ grade beams rough finished surface of concrete flat all as specified and as directed.
M&L for carrying out Initial Load test (vertical load test) cast in situ piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately)
M&L for carrying out Initial Load test (vertical load test) cast in situ piles of 600 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately)
M&L for carrying out Initial Load test (vertical load test) cast in situ piles of 450 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately)
M & L for carrying out Initial load test (vertical load test) cast in situ Under Reamed piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipment’s from site after testing is completed all as specified and directed.( note :- Providing and installing test piles shall be measured and paid separately)
M&L for carrying out Initial (lateral load test) cast in situ piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately)
M&L for carrying out Initial (lateral load test) cast in situ piles of 600 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately)
M&L for carrying out Initial (lateral load test) cast in situ piles of 450 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately)
M & L for carrying out Initial load test (lateral load test) cast in situ Under Reamed piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.( note :- Providing and installing test piles shall be measured and paid separately)
M&L for carrying out Initial load test ( pull out test) of cast in situ piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately)
M&L for carrying out Initial load test ( pull out test) of cast in situ piles of 600 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately)
M&L for carrying out Initial load test ( pull out test) of cast in situ piles of 450 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately)
M & L for carrying out Initial load test (Pull out test) cast in situ Under Reamed piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.( note :- Providing and installing test piles shall be measured and paid separately)
M&L for carrying out Routine load Test (Vertical load, Lateral load & Pull out Tests) all as per IS 2911 (Part 4) 2013 for 500 mm dia cast in situ piles including mobilising and removing the testing equipments from site after testing is completed
M&L for carrying out Routine load Test (Vertical load, Lateral load & Pull out Tests) all as per IS 2911 (Part 4) 2013 for 600 mm dia cast in situ piles including mobilising and removing the testing equipments from site after testing is completed
M&L for carrying out Routine load Test (Vertical load, Lateral load & Pull out Tests) all as per IS 2911 (Part 4) 2013 for 450 mm dia cast in situ piles including mobilising and removing the testing equipments from site after testing is completed
M & L for carrying out Routine load test (Vertical load , Lateral load & Pull out load test) cast in situ Under Reamed piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.
M&L for carrying out non destructive integrity test all as per IS 2911 (Part 4) 2013 for 500 mm dia cast in situ piles including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.
M&L for carrying out non destructive integrity test all as per IS 2911 (Part 4) 2013 for 600 mm dia cast in situ piles including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.
M&L for carrying out non destructive integrity test all as per IS 2911 (Part 4) 2013 for 450 mm dia cast in situ piles including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.
M & L for carrying out non destructive integrity test on R.C.C. under reamed piles of 500mm dia all as per IS 2911 (PART 4) 2013 including mobilizing and removing the testing equipments from site after testing is completed all as specified and directed.
Supply & fixing 15mm dia Two way bib taps (Fancy type),cast copper alloy with crutch or butterfly handle, screwed down,screwed for iron/CPVC pipes complete all as specified and directed.
Supply & fixing of Health faucet with wall hook Make Hindware Model No F160027 or equivalent 15mm dia complete all as specified and directed.
Supply & fixing wall mixer Jaguar make ( CQT-CHR-23273G) equevlent with provision for over head shower with 115 mm long bend pipe on upper side, connecting legs, wall flenges complete all as specified 15 mm dia complete all as specified and directed.
S&F ceiling fan 1200 mm, AC 230 V flame proof type complete with all accessories complete all as specified and directed.
S&F Flame proof rotory type type DB SPN 8 way 230 V complete all as specified and directed.
S&F ceiling fan regulator flame proof type, 3 step, AC 230 V flame proof type complete with all accessories complete all as specified and directed.
Supply and Fixing surface mounted LED batten 10W with extruded aluminum housing heavy duty integrated electronic driver, surge protection more than 2 KA and THD<10% complete all as specified and directed. Make: Havells Cat Part No: ENDURALINEAR0BS10W LED865SPCSS /WIPRO/PHILLIPS/BAJAJ
Supply and Fixing surface mounted LED batten 20W with extruded aluminum housing heavy duty integrated electronic driver, surge protection more than 2 KA and THD<10% complete all as specified and directed. Make: Havells Cat Part No: ENDURALINEAR0BS20W LED865SPCSS /WIPRO/PHILLIPS/BAJAJ
Supply and fixing LED security light fitting 25 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 complete all as specified and directed. Make: Havells/WIPRO/BAJAJ
S & F BEE energy efficient BLDC high-speed ceiling fan having 1200 mm blade sweep, air-flow not less than 210 CMM, operating voltage 220-240 V and frequency 50 Hz, including a down road of suitable size and electrical connection with 3 core flexible Cu conductor cable of appropriate size from ceiling rose to the fan complete all as specified and directed.
S & F energy efficient non-metallic fresh air fan having blade sweep 250 mm, air delivery not less than 860 CMH, operating voltage 220-240 V and frequency 50a Hz, including electrical connection with 3 core flexible Cu conductor cable of appropriate size from ceiling rose to the fresh-air fan complete all as specified and directed. Make: Havells or BAJAJ
S&F engery efficient metalic exhaust fan having blade sweep 300 mm, air delivery not less than 900 CMH, operating voltage 220-240 V and frequency 50 Hz, including electrical connection with 3 core flexible Cu conductor cable of appropriate size from ceiling rose to the fresh-air fan complete all as specified and directed. Make: Havells or BAJAJ
Supply and fixing, testing and commissioning water cooler with inbuild purifier HIMA 7 NHC, dispencing capacity 125 ltr/hr and storage tank capacity 40 Itr normal and 40 ltr cold electric driven (single phase), 230 volt, AC power supply with all connecting accessories complete all as specified and directed.
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 of capacity 3 KVA complete all as specified and directed.
Supply and install Refrigerators,eletric driven (single phase),capacity 314 Litres, double door BEE 5 star rated complete all as specified and directed.
Chequered cement concrete tiles 30cm x30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and no pigments complete all as specified and directed.
Supplying and laying of GI Steel tubes, heavy duty, Class 'C' of size 50 mm including all standard fittings laid in trenches, floors etc complete all as specified and directed.
All as per item No.12.43 above but of size 40 mm
All as per item No. 12.43 above but of size 25 mm
Supply, installing, testing and commissioning of electrically driven centrifugal driven pump set as per specification, motor TEFC type, 2900 rpm, 420 V, 50 Hz, 3 ph, class 'F' insulation, IP 55 protection, not less than 3 HP,200 LPM starting on suitable DOL/Star Delta starter. The pump shall be horizontal, end suction, top discharge. The pump shall have cast iron casing, cast iron/bronze impeller(as per manufacturer), carbon steel shaft with common base frame (fabricated mild steel channel frame or cast iron type) placed on RCC (1:2:4) including foundation bolts, nuts etc. complete with antivibrator pad as required capable of discharging not less than 200 LPM at 30 mtr head inclusive of suitable rated 3 ph starter as recommented by the manufacturer, PVC insulated copper cable connection from starter to the motor terminals all as specified and directed. Make:- Kirloskar Brothers/ equaivalent.
M & L Valve chamber of internal size 1.20 m X 1.20 m X 1.20 m (internal dimentions) including excavation of earth work in any type of soil, 150mm thick PCC in 1:4:8 type D2 foundation , brick work in CM 1:6, 15 mm thick rendering in CM 1:4 to both internal and external surfaces upto 150mm depth below GL, PCC 1:3:6 type C1 as in coping, cover with two Nos of hinges and one No. handle made out of MS round bar 10mm dia with necessary locking arrangement including painting to the steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer complete all as shown on drg and as specified. Note:- The estimated cost includes all earthwork and connected items.
Supply,installation,testing and commisioning of CPRI approved LT panel board,outdoor type, factory made, powder coated , dust and vermin and weather proof, Cubicle type made out of 3.15 mm thick CRCA Sheet & MS angle iron section of 50X50X6 mm frame, front operated with locking arrangements. The bottom of the outer shell contains a detachable plate having provision for entry of armoured cable of adequate size with glands and provision for louvers and air vent gasket for natuaral flow of air . The panel board shall have suitable busbar chamber having sufficient space to pass through UG Cables and have compartments for each control gear and metering devices. Providing bus bar for phases and neutral and shall be insulated with colour coded heat shrinkable sleeve and shall be mounted on suitable size 'F' class insulators made on non hygroscopic, non combustile, track resistant, high strength FRP/SMC/DMC material at an interval of not more than 300 mm through out the length of the TPN bus bar complete all as specified and directed.
Aluminium busbar for 3 phase,440 volts, 50Hz, 4 wire system of rating 300 Amps for phases and 150 Amps for Neutral. Incoming:- (a) MCCB 4 pole, 415 Volts, 125 Amps, breaking capacity 16 KA- 01 No. Metering Unit:- (a) R Y B Indications (LED Type) - 1 sets (b) Digital Multi function meter - 01 No. ( c) CT's - 125/5A, CL-1,15 VA - 1 set Outgoing:- (a) MCCB, 4 pole, 415 Volts, 63 Amps, breaking capacity 16 KA- 02 No.(One for OTM &One spare (b) MCCB, 4 pole, 415 Volts, 32 Amps, breaking capacity 16 KA- 03 No. (Three for three other buildings (c) MCB, TPN, 415 Volts, 32 Amps, 10 KA- 02 No.(for pumps) (d) MCB, SPN, 230 Volts, 32 Amps, 10 KA- 01 No.(for street lights) Make of MCCB:- Havells/L&T/Indo Asian/ equivalent. (e) Angle iron base frame as reqd size as per above panel, total leg height 600 mm and grouting in side PCC 150 mm legs and made out of ISA 50x50x6 mm thick angle iron duly painted-01 Nos
M & L Earthing complete with Galvanized steel earth plate electrode of size 600mmX600mm, 6.00 mm thick buried directly in ground vertically to a depth not less than 2.25 metres below the normal ground level with top edge of the plate not less than 1.5m below normal GL and connected to galvanized iron strip of size 32 x 6 mm size by means of bolts, nuts, check nuts and washers of galvanized iron steel all as shown in Electrical Plate No.3 connecting to earthing test point, including necessary earth work in any type of soil, PCC earth chamber made in PCC 1:3:6 type C1 (using 20mm graded aggregate), common salt, charcoal, CI funnel, earth pit cover in RCC 1:2:4 type B1 (using 20mm graded aggregates), with 8mm CTD bars @ 100mm c/c in both ways, including necessary form work complete including necessry test on completion all as specified and as directed. Note : The unit rate shall also include for excavation, earth work in hard/dense soil PCC (1:3:6) type C1 pit, RCC cover slab, GI funnel with 20 mm dia watering pipe, wire mesh, 40mm dia light grade GI protection pipe for earth lead etc., complete all as specified and directed.
M & L Earthing complete with Galvanized steel earth plate electrode of size 600mmX600mm, 6.00 mm thick buried directly in ground vertically to a depth not less than 2.25 metres below the normal ground level with top edge of the plate not less than 1.5m below normal GL and connected to galvanized earth wire 4 mm dia. by means of bolts, nuts, check nuts and washers of galvanized iron steel all as shown in Electrical Plate No.3 connecting to earthing test point, including necessary earth work in any type of soil, PCC earth chamber made in PCC 1:3:6 type C1 (using 20mm graded aggregate), common salt, charcoal, CI funnel, earth pit cover in RCC 1:2:4 type B1 (using 20mm graded aggregates), with 8mm CTD bars @ 100mm c/c in both ways, including necessary form work complete including necessry test on completion all as specified and as directed. Note : The unit rate shall also include for excavation, earth work in hard/dense soil PCC (1:3:6) type C1 pit, RCC cover slab, GI funnel with 20 mm dia watering pipe, wire mesh, 15mm dia light grade GI protection pipe for earth lead etc., complete all as specified and directed.
S & F Street light bracket made out of GI tubing 32/40 mm dia, light grade of length 1.2 mtr long bend to shape suitable for security light fitting with necessary MS clamp-02 Nos with one coat of anti corosive primer and two coats of aluminium paint including nut,bolt,washers and sub main wiring using of FRLS insulated sheathed, multistranded copper conductor 2 runs of size 1.5 sqmm for phase and neutral and 1.5 sq mm for earthing drawn through the PVC conduit for connection from junction box to light fitting complete etc all as specified. Note: Phase should be Red/Yellow/Blue, neutral should be black and earthing wire should be green in colour. Two runs of cable for phase and neutral and one run of cable for earth and one run run PVC conduit will be measured and paid as one unit length complete all as specified and directed.
Supply and fixing post-top, energy saving, environmental friendly, long life aesthetically designed with symmetrical light distribution, spun aluminium landscape luminaire with high power LEDs as light source 25 watts 230 Volt complete all as specified and directed.
Supply and fixing poly carbonate street light junction boxes IP 66/67 Weather proof suitable for outdoor installation having suitable Cable connecting terminals, cable lugs, including provn of one No MCB SP 6 Amps for operating the streetlight fittings, suitable Cable Glands as per site requirement, GI pipe 40mm upto 1.2 mtr height for cable protection complete all as specified and directed.
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .