Tender For Provision Of Check Lock For Deflooding At Various Location At Nofra Under Ge (Nw) Nofra.
Tender Value
41.33 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
2 days left
EMD
82672
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Check Lock For Deflooding At Various Location At Nofra Under Ge (Nw) Nofra.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Oct-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 27-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Note:(i) Necessary precaution and sign board to be placed around the building before commencement and completiom of work.(ii) Debries removeed outside Mod Land.(iii) Before excution of work the contractor has to submit for approval of duly vetted design & drawing of 75000 ltrs underground water tank. |
| 2 | Submission of detailed architectural & structural drawing (plan,section,elevation, side view) of under ground water tank of capacity 75000 Ltr designed by structural consultant as recommended by GE and design & drawings duly vetted by IIT Mumbai/ Govt engineering college/ NIT or VJTI Parel Mumbai with inflow & outflow openings. outflow opening to be provided with 1m X 1m sluice gate at desired level towards sea, inflow opening to be 900mm to 1200mm size all as directed by GE. |
| 3 | Excavation over areas not exceeding 1.5 m deep and getting out in soft/disintegrated rock including removing excavated materials out site MOD land all as specified and directed. |
| 4 | Excavation over areas additional 1.5 m or part there of in depth beyond the first 1.5m and getting out in soft/disintegrated rock including removing excavated materials out site MOD land all as specified and directed. |
| 5 | M&L Hardcore of guage n. exc 63mm, of broken stone or boulders deposited, spread and levelled in layers n.exc15cm thick, watered and rammed to a true surface but except material all as specified and directed. |
| 6 | M & L for ready mix PCC 1:2:4, type B2 (using 40 mm graded agg) 200 mm thick as in foundation,sub base etc complete all as specified and directed. |
| 7 | M&L for form work to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plitnh beams; and similar work as in rough finished surfaces complete all as specified and directed |
| 8 | Use & Waste of form work to sides of pillars, posts, struts, stiers, piers, columns and stanchions complete all as specified and directed |
| 9 | Use & Waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves etc in rough finished surface complete all as specified and as directed |
| 10 | M&L for RCC M-30 design mix using 20mm graded stone aggregate for foundations, including rafts, footings, foundation beams, plinth beams; bases for columns etc basement slabs, under reamed piles and mass concrete complete all as specified and as directed |
| 11 | M&L for RCC M-30 mix (using 20mm graded stone aggregate)of as in columns, pillars, posts & struts complete all as specified and directed |
| 12 | M&L for RCC M-30 design mix using 20mm graded stone aggregate for beams, canilevers, bressumers, lintels over 1.5m span complete all as specified and as directed |
| 13 | M&L for RCC M-30 design mix using 20mm graded stone aggregate for slabs supported on walls and columns in floors, roof, landings, balconies, canopies, deck slabs and in shelves complete all as specified and as directed |
| 14 | M&L for mild steel TMT bars 10 mm dia and over cut to length bent shape as required including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-410-S complete all as specified and as directed |
| 15 | Ditto all as per item No. 14 above but 5 mm dia and over up to and including 10 mm dia in stirrups, spacers and binders complete all as specified and directed |
| 16 | S & F MS sections as in ismc,iswb,angle, main and cross beams, hip and jack rafters; purlins,rolled section,girder,Ball bearing dia not less then 200mm,circular wheel dia not less then 600mm where connected to common rafters and running rails and guides for truss/colume/ staircase/ladder/anchor bolte for colums/base plates/gussate plates,plates,high strength friction grip nut bolts grade 10.9s length as per drected,grill grittings etc including cutting welding etc; fixed with angle cleats or other connecting plates complete all as specified and directed. |
| 17 | S & F stainless steel grade 316 sluice manually oprated gate of opening size 1mx1m fixed over RCC wall upto depth of 5m to retain sea water during high tide as per design structural of is 3042-1965 / 19349-1992 manufacturured by potential engineering or equivalent. |
| 18 | M&L for preparing new or previously untreated surface of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer complete all as specified and directed. |
| 19 | Excavation in trenches any type of surface of any depth and Demolition and breaking up Internal dia of pipe 900mm drain pipes (Salt glazed ware, AC or Reinforced concrete) set in 1:4 cement mortar including returning and filling in including spreading, levelling, watering and well rammed in layers not exec 25mm and removing excavated materials out side MOD land complete all as specified and as directed. |
| 20 | M&L for 100mm thick PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in concrete bed including packing under and haunching against the sides of Internal dia of pipe 600mm drain pipes after they are laid and tested complete all as specified and directed |
| 21 | M&L for RCC pipes class NP3 900mm dia grade 'A' laid in trenches and jointed with bends and taper bendsany size, including single and dubble Y junction complete with collars complete all as specified and directed. |
| 22 | M&L Pre-cast cement concrete block masonry Type C-I 1:3:6 (20mm graded aggregate with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed |
| 23 | M&L for rendering 15mm thick plaster on walls in CM (1:6) finish the surfaces even & smooth complete all as specified and as directed |
| 24 | Demolition of cement concrete in ground floor and paving not exceeding 15cm thick below or above ground level un re-inforced complete all as specified and directed. . |
| 25 | M&L for PCC of type D2, 1:4:8 using (40mm graded stone aggregate) 100mm thick as in sub base,foundation filling and mass concrete ready mix(M20) complete all as specified and directed. |
| 26 | Demolition of stone slabs & tiles of any description or thickness in floor aprons, cills etc laid bedded & pointed in any mortar complete all as specified and directed. |
| 27 | M&L for machine pressed pre-cast concrete interlocking coloured paver block and shape and size conforming to IS-15658-2006 of 60mm thickness M-35 Grade with grey cement and no pigment laid dry over stone dust or sand base and compacted using vibrator complete all as specified and directed. |
| 28 | Supply, installation , testing and commissioning 20 HP Non clog vertical submersible pump with chrome steel impeller and cutter, non clog to pass 45 mm size particles ,closed impeller type, RPM not less than 1440, cast iron pump casing, CF8 impeller , SS410 pump shaf, discharge not less then 4800 LPM at 6 mtr head and 3950 LPM at 12 mtr head, Motor rating 15 KW, 3 phase, 50 Hz frequency, IP -68 motror protection, motor insulation class H, motor RPM not less than 2900, upper cover and motor body should be CIFG200 including proper fixing arrangement of bracket made of angle iron 50 x 5 0 x 6 mm for fixing of pump with nut & bolts in underground drain chamber complete all as specified and directed by Engr in Charge. |
| 29 | Supply, installation, testing and commissioning of out door type LT Panel factory made CPRI approved openable from front & rear double door type, dust and vermin proof, fabricated out of 3.15 mm CRCA sheet of duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete with 4 Nos heat shrink insulated copper bus bar of 1.5 times rating of incoming ACB/ MCCB including all connection with copper strip, Panel board shall be provided with danger notice plate with skull & bone sign, making all electrical incoming and out going electrical cable connection with new lugs, glands to be provided at cable entries, including , MS channel frame of ISMC 75 at base of panel only and 04 Nos legs of not less than 75 cm long each below the base of panel made of angle iron 50 x 5 0 x 6 mm for grouting purpose and grouted in PCC 1:2:4 type B1( using 20 mm graded stone aggregate) complete all as specified and directed by Engr-in- charge and comprising of following accessories:- |
| 30 | Incoming:- (a) MCCB, four pole 100 Amps 50 Hz breaking capacity not less than 25 KA with thermal magnetic release, adjustable thermal and adjustable magnetic setting with spreader links Ics=100 % of Icu -01 NosOUTGOING : (a) MCB TP , 415 Volts, 63 Amps - 03 Nos(b) DOL strater suitable for 20 HP submersible pump set - 02 Nos(c) Phase indicator lamp complete with copper control wiring and suiable size of CT complete -01 (Set of three)(d) Digital type multi meter LCD display complete for Volt meter and ammeter of size 96 x 96 mm complete all as specified and directed. (e) Earting studs welded on body of LT panel- 02 Nos (f) Necessary cable glands/cable lugs of suitable sizes. (g) Single phase preventer -02 |
| 31 | 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 earth strip 32 x 6mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing testpoint all as specified or indicated including testing on completion complete all as specified and directed. |
| 32 | Supply and laying GI tubing 100 mm dia medium grade with all fitting such as tee, socket, bend, union etc in wall/trenches complete all as specified and directed by Engr in Charge. |
| 33 | M & L for canvas fire hose pipe 100 mm dia bore 30 metre long confirming to IS Having male/female brass coupling both end complete all as specified. |
| 34 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and taking out soft/loose soil for laying of cable /Laying of pipe/evection of pole/stay pit excavation eomplete all as specified and directed by Engr in Charge. |
| 35 | Returning and filling including spreading levelling watering and well ramming in layers not exceeding 25 cm complete all as specified and directed by Engr in Charge. |
| 36 | Removing excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specifed and directed by Engr in Charge. |
| 37 | M&L for cutting existing road surface or hard standing, bituminous topping 15 mm but not exc 30 cm girth for laying of pipe and cables complete all as specified and directed. |
| 38 | M&L for water prooof PVC insulated submersible cable 25 sqmm 3 core, copper conductor complete all as specified and directed by Engr in Charge. |
| 39 | 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 size 25 Sqmm 3.5 core including taking down old faulty cable complete all as directed. |
| 40 | M&L for High density poly-ethylene pipes (HDPE) of pressure 4 kgf/cm2 pipe, PE 63, 40 mm dia for road crossing of cable or for cable protection of cable above ground surface all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 27, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender