Tender For Provision Of Deficient Storage Accommodation & Mt Parking Shed For Age (I) R&D Kochi At Npol, Kochi
Tender Value
3.30 Crore
Estimated cost
Bid Submission
27 Oct 2026
23 days left
EMD
4.05 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Deficient Storage Accommodation & Mt Parking Shed For Age (I) R&D Kochi At Npol, Kochi
BOQ
| Sl. No. | Item Description |
| 1 | Schedule 'A' Part - IBUILDINGS & STRUCTURESLump sum price worked out by the contractor for BUILDINGS & STRUCTURES as listed in Schedule A PART-1.NOTE: This schedule is not pre-priced by MES and the rate indicated as ₹0.00 under column 5 signifies this fact only. The tenderer is required to quote the rate under column 6 against item of works catered under the schedule. |
| 2 | Contruction of STORAGE ACCOMADATION SHED NO-1 BUILDING including all fitting and fixtures complete all as shown on drawings as per specifications |
| 3 | Contruction of STORAGE ACCOMADATION SHED NO-2 BUILDING including all fitting and fixtures complete all as shown on drawings as per specifications |
| 4 | Contruction of MT SHED including all fitting and fixtures complete all as shown on drawings as per specifications |
| 5 | Contruction of GATE CUM NIGHT DUTY ROOM BUILDING including all fitting and fixtures complete all as shown on drawings as per specifications |
| 6 | Contruction of TOILET BLOCK BUILDING including all fitting and fixtures complete all as shown on drawings as per specifications |
| 7 | Lumpsum price worked out by the Contractor for \\"SITE CLEARANCE/SITE DEVELOPMENT” as listed in Schedule ‘A’ Part - II representing _______% ___________ percent Above / Below the lumpsum price of `2,40,227.00 inserted by the MES in Schedule ‘A’ Part - II |
| 8 | Lumpsum price worked out by the Contractor for “INTERNAL WATER SUPPLY ” as listed in Schedule ‘A’ Part - III representing _______% ____________ percent Above / Below the lumpsum price of ` 25,492.30 inserted by the MES in Schedule 'A' Part - III |
| 9 | Lumpsum price worked out by the Contractor for “INTERNAL ELECTRIFICATION” as listed in Schedule ‘A’ Part - IV representing __________ % _____________ percent Above/Below the lumpsum price of Rs.2,45,776.00 inserted by the MES in Schedule ‘A’ Part-IV |
| 10 | Lumpsum price worked out by the Contractor for “ROAD / PATH / CULVERT/ HARDSTANDING” as listed in Schedule ‘A’ Part - V representing _______ % _____________ percent Above/Below the lumpsum price of Rs. 22,51,645.41 inserted by the MES in Schedule ‘A’ Part - V |
| 11 | Lumpsum price worked out by the Contractor for “EXTERNAL WATER SUPPLY” as listed in Schedule ‘A’ Part - VI representing ______% _____________ percent Above / Below the lumpsum price of `28,223.00 inserted by the MES in Schedule ‘A’ Part - VI |
| 12 | Lumpsum price worked out by the Contractor for “SEWAGE DISPOSAL” as listed in Schedule ‘A’ Part - VII representing ______ % _________________ percent Above / Below the lumpsum price of `91,675.25 inserted by the MES in Schedule ‘A’ Part - VII |
| 13 | Lumpsum price worked out by the Contractor for “AREA DRAINAGE” as listed in Schedule ‘A’ Part - VIII representing ______ % _________________ percent Above / Below the lumpsum price of `12,79,855.70 inserted by the MES in Schedule ‘A’ Part - VIII |
| 14 | Lumpsum price worked out by the Contractor for “COMPOUND WALL / GATE” as listed in Schedule ‘A’ Part - IX representing ______ % ______________ percent Above / Below the lumpsum price of `28,43,791.26 inserted by the MES in Schedule ‘A’ Part - IX |
| 15 | Lumpsum price worked out by the Contractor for “PROTECTION WORKS” as listed in Schedule ‘A’ Part - X representing ______ % ______________ percent Above / Below the lumpsum price of `7,09,148.06 inserted by the MES in Schedule ‘A’ Part - X |
| 16 | Schedule 'A' Part - XIThis Schedule is not prepriced by MES and the prepriced rate indicated in Col - 5 as `0.00 indicates this fact only.The tenderer is required to quote their rates in Column 6. This Schedule constitutes Sl. Item Nos. 12 to 55 |
| 17 | SITE CLEARANCE AND DEVELOPMENTM&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 18 | Supply and fixing of Chlorinated Polyvinyl - chloride (CPVC) pipe 100 mm nominal dia for weep holes along the retaining walls complete all as specified and directed. |
| 19 | Excavation in trenches not exceeding 1.5 mtr deep and 1.5 mtr width as in Hard dense soil soil complete all as specified and directed. Note: NO JCB Excavation is permitted for earth work. |
| 20 | Returning filling incl leveling watering and well ramming in layer not exceeding 25 cm thick complete all as specified and directed. |
| 21 | Removal of surface soil to a distance n.exc 50 m and deposited where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed. |
| 22 | INTERNAL ELECTRIFICATIONLED Batten light (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of 10 watt LED surface mounted Batten light Powder Coated CRCA Sheet Body (Thickness > 0.50 mm) l and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. |
| 23 | Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per equirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) complete all as specified and directed. |
| 24 | Supply and fix air circulator of 450mm sweep and 230V, 50Hz oscillating type , suitable for wall mounting all as specified and as directed. |
| 25 | Supply and fixing Exhaust fan 230 Volt 50 Hz single phase AC supply ,450 mm sweep with louver complete with metal body powder coated with protective steel bird gaurd on wall including provision of 3 core 1.0 Sq mm cable from ceiling rose to exhaust fan including writing MES number on exhaust fan motor complete all as specified and directed. |
| 26 | Supply and fixing Exhaust fan 230 Volt 50 Hz single phase AC supply ,300 mm sweep with louver complete with metal body powder coated with protective steel bird gaurd on wall including provision of 3 core 1.0 Sq mm cable from ceiling rose to exhaust fan including writing MES number on exhaust fan motor complete all as specified and directed. |
| 27 | Supply and fixing Exhaust fan 230 Volt 50 Hz single phase AC supply , 250 mm sweep with louver complete with PVC body fixed on wall including provision of 3 core 1.0 Sq mm cable from ceiling rose to exhaust fan including writing MES number on exhaust fan motor complete all as specified and directed. |
| 28 | M & L for Earthing complete with galvanised iron plate electrode 600 x 600 x 6 mm thick GI earthing lead buried directly in ground vertically to a depth not less than 2.25 m deep below GL with the top edge of the plate at a depth not less than 1.5m from below normal GL connected to and including galvanised iron strip 25 x 5 mm as earthing lead by means of nuts, bolts, washers, check nuts of copper/Brass and connected to earthing test point all as shown in electric plate No. 3 of SSR Part-I of 2010 and as specified or indicated and testing on completion including excavation / earthwork in any type of strata PCC (1:3:6) type C1 earthing chamber, precast slab 50mm thick in cement concrete (1:2:4) type B1 (reinforced with welded steel wire fabric (XPM) weight not less than 4 Kgs of 40mm bore medium grade and lugs with and lugs, including GI earth strip with GI protection pipe of 40mm medium grade 7.5m long etc complete all as specified including testing and submission of test reports within permissible limit. |
| 29 | Note : (i) Rate quoted shall deemed to include cost of excavation in any type of statra,RFR and removal upto 50 meter,PCC Pit,funnel and RCC cover plate,GI pipe etc.(ii) Earth resistance not exceeding Should be asper Specification in IS |
| 30 | Providing and fixing GI strip of 25x5mm from earth electrode including all necessary fittings and connections required etc complete all as specified and directed. |
| 31 | ROAD/PATH/CULVERTS/ HARDSTANDINGProviding and laying semi-dense bituminous concrete of 40 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density complete all as specified and directed as per specification |
| 32 | Providing and applying prime coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification: on WMM @ 0.75 Kg/Sqm complete all as specified and directed. |
| 33 | EXTERNAL WATER SUPPLYM&L for Cutting cast iron pipes/ GI pipes of size 80mm dia insertion of 'T' of size 80x80x40 mm and branches including necessary earth work and other connected work complete all as specified and directed. |
| 34 | Supply and lay PPR gate valve screwed both ends for GI/PPR pipe and fixed for the below said sizes complete all as specified and directed. |
| 35 | 40 mm dia |
| 36 | 25 mm dia |
| 37 | EXTERNAL ELECTRIC SUPPLYM&L for extending the extisting LT panel board at LT panel near childrens park type 3 qtrs area with 3.15 mm thick CRCA sheet Factory made outdoor type totally enclosed weather dust and vermin proof as per IS , CPRI Approved, with front and rear opening suitable locking arrangement with necessary copper bus bar of capacity 200 Amps with necessary supporting insulators so as to match with the existing LT panle board/Distribution panel by connecting to existing bus bar by using rigid copper bus bar by opening the one side of existing panel /bus bar including necessary supporting frame /channel fix through existing cable trench from ground with comprising of the followings complete all as specified and directed. :-(a) MCCB 63 Amp ,4 pole,16KA, -01 No. (b) Provision for outgoing cable of size up to 25sq mm from the extended portion of LT distribution panel. |
| 38 | Supply and lay cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of below mentioned sizes complete all as specified and directed :- |
| 39 | 4C X 25 Sqmm (From children park panel to Main DB) |
| 40 | 4Cx16 Sqmm ( From I/C panle to MT yard) |
| 41 | 2x10 Sqmm ( From I/C panel/ DB to Store 1 2 and SL) |
| 42 | Supply and spread riddled earth for cable protection in trenches 8 cm before laying cable and 15 cm deep over the cable complete all as specified and directed. Note: Punned thickness of riddle earth shall be tmeasured and paid |
| 43 | M & L for laying Old size bricks, common burnt clay building bricks sub class 'B' designation 75 complete all as specified and directed. |
| 44 | M & L for removing the hard Standing/Cutting floor inside the Substaion /E/M Installation / Path for laying of cables of any size complete all as specified and directed. |
| 45 | M & L for PCC 1:4:8 type D2 40 mm graded aggregate Complete for making good to the excavated portion of Road/Hard Standing at road crossing etc complete all as specified and directed. |
| 46 | Supply, install test and commissioning of 17W hybrid All in One Solar street light with not less than 3000 Lumens light output and more than 180 Lumens per watt system efficiency. 50,000 burning hours as per L70. Built in maintenance free Lithium Ferro Phosphate Battery(Life Po4) with >256Wh capacity, 35 wp solar panel module. The housing shall be made of Single piece Pressure diecast Aluminium Housing in non corrosive 500 hours NSS Salt spray tested finish and UV stabilised polycarbonate cover with embeded lens for each LED's. 3 step Adjustable Arm tilting option to adjust the light distribution with no additional pole support suitable for mounting on arm bracket directly on pole top. Hybrid type MPPT Charge controller and driver efficiency shall be greater than 90%.all including octangonal pole of 5m with FDN bolt and base plate size of 200x200x12mm and sheet thickness 3 mm fixed including RCC complete all as specified and directed. |
| 47 | M&L GI pipe 40mm dia, medium class laid in trenches/ fixed on wall for cable support complete all as specified and directed. |
| 48 | Supply,install,test and commissioning of outdoor type LT Feeder pillar box made out of 3.15 mm thick CRCA sheet, CPRI Approved ,totally enclosed weather dust and vermin proof as per IS with front and rear opening suitable locking arrangement having copper bus bar of 200 Amp capacity for RYB and Neutral and insulated with insulators, including connecting incoming and outgoing cables necessary PCC 1:3:6 in foundation and made out of 25x25x4 mm angle iron grouted at ground above 30 cm from ground level Comprising the following all as specified and as directed by the engineer - in-charge. Note: Cost includes necessary internal wiring for meters , CTs, indication lamps,etc and Rigid bus bar connections from bus bar to MCCB terminals connection Bus to MCCB/MCB connections Incoming (i) MCCB 63 Amp,4 pole 16 KA - 01 Nos (ii) LED type Indicating lamps - 03 Nos Outgoing (i) MCB 40 Amp ,4 pole 16 KA - 01 Nos - MT Yard COmpressor(ii) MCB 20 Amps, 2 Pole, 10KA-3 Nos- Store 1, Store 2, MT Yard |
| 49 | Supply and fix 40W Post top light fitting IP 65 , resistant to impact and corrosion . The price shall be inclusive of the 40mm GI pipe and wiring from Junction box to fitting complete all as specified and directed. |
| 50 | Supply and fix junction box of size 155x210x92 with IP 66 protection 4 way all complete all as specified and directed. |
| 51 | SEWAGE DISPOSALProvision of LLDPE Septic tank designed to carry sewage and sullage water, excavation in any type of soil PCC 1:4:8 below the vent shaft connection etc for 30 users complete all as specified and directed. |
| 52 | Provision of Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 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 1.80 x 6.00mtr depth complete all as specified and directed. |
| 53 | COMPOUND WALL / GATEGalvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2mm dia, barbs at 75mm spacking as in fencing and straining and fixing to any type of standard rails/ straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed. (Each line of wire to be measured) |
| 54 | Provision of steel gate with RCC Pillar M-25 Design mix on permanent specification as per Drawing No-CE R&D SECUNDERABAD TD/302/98 sheet no 1/1, W-5.5M and Height-2.2 M complete all as specified and directed. |
| 55 | Supply , installation , commissioning of water cooler fully stainless steel , electric driven (single phase), having approx storage capacity of 40 litres and nominal cooling capacity of 40 Litres per hour complete all as specified and directed. |
| 56 | 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 1 KVA complete all as specified and directed. |
| 57 | M & L for boring providing and installing bored, cast in situ reinforced, cement, concrete Piles of grade M30 design mix using tremie pipe concrete method of 600 mm diameter and specified length below the Pile cap to carry a safe working load, not less than specified, excluding the cost of steel reinforcement, but including the cost of boring with Bentonite solution and temporary casing of appropriate length for setting out and removal of same, and the length of Pile to be embedded in the pile Cap, etc by percussion drilling using direct mud circulation, DMC or Baylor and chisel technique by tripod and mechanical winch machine all complete, including removal of excavated earth with all its lifts and leads complete all as specified and directed.Note: (a)Length of pile for payment shall be measured up to bottom of pile Cap(b)Cutting, knocking and removal of RCC waste above cut off level from MD Land shall be paid through seperate item. |
| 58 | M & L for boring providing and installing bored, cast in situ reinforced, cement, concrete Piles of grade M30 design mix using tremie pipe concrete method of 500 mm diameter and specified length below the Pile cap to carry a safe working load, not less than specified, excluding the cost of steel reinforcement, but including the cost of boring with Bentonite solution and temporary casing of appropriate length for setting out and removal of same, and the length of Pile to be embedded in the pile Cap, etc by percussion drilling using direct mud circulation, DMC or Baylor and chisel technique by tripod and mechanical winch machine all complete, including removal of excavated earth with all its lifts and leads complete all as specified and directed.Note: (a)Length of pile for payment shall be measured up to bottom of pile Cap(b)Cutting, knocking and removal of RCC waste above cut off level from MD Land shall be paid through seperate item. |
| 59 | MS Casing of min 4mm thick for 600 mm diametre pile to any length through any type of soil/strata and placed in position complete all as specified and directed. Note:-The rate shall include mobilisation, erection, dismantling and demobilisation of equipment for pile boring including all labours and material. Nothing extra shall be payable for mobilisation of equipment seperately. |
| 60 | MS Casing of min 4mm thick for 500mm diametre pile to any length through any type of soil/strata and placed in position complete all as specified and directed. Note:-The rate shall include mobilisation, erection, dismantling and demobilisation of equipment for pile boring including all labours and material. Nothing extra shall be payable for mobilisation of equipment seperately. |
| 61 | M&L for TMT bars Fe 500D/550D (CRS/HCRM/CRM) in reinforcement 8mm dia and over for RCC structures all as shown on drawing 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 directed. |
| 62 | M&L for TMT bars Fe 500D/550D (CRS/HCRM/CRM) in reinforcement 5mm dia and over up to and including 32mm dia confirming to IS-1786 as in stiruups, Helical/stirups for RCC structures 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 directed. |
| 63 | M&L for carrying out Initial load Test (in compression ) on test piles of any dia as per standard procedures laid down in IS-2911 (part 4) 2013 , construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements and submission of reports for 2.5 times design load in soft and hard copy in quadruplicate specified in drawings in non working areas in the vicinity complete all as specified and directed. |
| 64 | M&L for carrying out Initial load Test ( in lateral ) on test piles of any dia as per standard procedures laid down in IS-2911 (part 4) 2013 , maintaining records of load settlements and submission of reports for in soft and hard copy in quadruplicate specified in drawings in non working areas in the vicinity complete all as specified and directed. |
| 65 | M&L for Routine Test (2nos in compression & 2 nos in lateral ) on any dia pile in accordance with IS provisions including all necessary arrangements providing and setting up all necessary accessories and equipment's carrying out the prescribed test as required/ specified under the expert supervision noting the result, taking out the accessories and equipment on completion of test submitting the result in soft and hard copy in quadruplicate complete all as specified and directed. |
| 66 | M&L for Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, complete all as specified and directed. |
| 67 | M&L for conducting standard penetration test all per IS-2131 at levels and locations as directed for any dia pile complete all as specified and directed. |
| 68 | Material and labour for chipping and knocking off RCC Pile laitance above cut-off level and removal of RCC waste above cut-off level from MD land complete all as specified and directed. Please Enable Macros to View BoQ information Compatibility Report for BOQ_89100 corrected by me.xls Run on 5/17/2020 18:00 The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when opening this workbook in an earlier version of Excel or if you save this workbook in an earlier file format. Significant loss of functionality # of occurrences Version Any effects on this object will be removed. Any text that overflows the boundaries of this graphic will appear clipped. 3.0 Excel 97-2003 One or more cells in this workbook contain data validation rules which refer to values on other worksheets. These data validation rules will not be saved. 4.0 Excel 97-2003 Minor loss of fidelity Some formulas in this workbook are linked to other workbooks that are closed. When these formulas are recalculated in earlier versions of Excel without opening the linked workbooks, characters beyond the 255-character limit cannot be returned. 5Defined Names Excel 97-2003 One or more objects in this workbook such as shapes, WordArt, or text boxes may allow text to overflow the object boundaries. Earlier versions of Excel do not recognize this option and will hide overflowing text. 6.0 Excel 97-2003 |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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