Tender For Special Repair To Esd Flooring At Cafs At 9Brd, Provn Of Flooring And Allied Works Of Staging At Parade Ground At 9Brd And Certain Sanctioned And Minor Works Afs Pune Under Ge Af Lohegaon
Tender Value
45 Lakhs
Estimated cost
Bid Submission
03 Oct 2024
0 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pune → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repair To Esd Flooring At Cafs At 9Brd, Provn Of Flooring And Allied Works Of Staging At Parade Ground At 9Brd And Certain Sanctioned And Minor Works Afs Pune Under Ge Af Lohegaon
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Sep-2024 | REV CRIC DATES | Date | 23-Sep-2024 |
| 2 | 18-Sep-2024 | date rev | Date | 26-Sep-2024 |
| 3 | 21-Sep-2024 | REV BOQ | BOQ | 26-Sep-2024 |
| 4 | 26-Sep-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 03-Oct-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of cement concreteof any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 2 | M & L cement concrete type B0 1:2:4 (12.5 mm graded agg) 25mm thick as in sub floors complete all as specified and directed. |
| 3 | M&L for 15mm thick Screed bed or bedding layer for laying floor finishes in CM 1:6 complete all as specified and directed. |
| 4 | M&L for Non - skid joint free coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floorsetc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile over and including 15 mm thick screed bedin CM (1: 6) complete all specified and directed. |
| 5 | M&L Glazed Ceramic Coloured Tiles, joint free, 450X350X7mm thick in size, set on Vertical Surfaces such as Skirting, Dado, etc,over and including 10mm thick rendering in cement mortar 1:3Set and Jointed in Neat Cement Slurry and Pointed in White or Coloured Cement to match the shade of the Tiles, complete all as specified and as directed. |
| 6 | M&L granite 20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platform and like in CM (1:4) incl pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade complete all as specified and as directed. |
| 7 | M&L for Providing edge moulding to 18-20mm thickgranite of counters vanities etc. including machine polishing to edge to give high gloss finish etc. complete. |
| 8 | M&L for Machine cut cudappah stone slab 20-25mm thick over cement screed base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete |
| 9 | M&L for Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth complete all as specified and directed. |
| 10 | M&L for GI tubing 15mm dia bore medium grade with all fittings & fixed complete to walls & ceiling or laid in floors in repairs all as specified and directed. |
| 11 | M&L for GI tubing 20mm dia bore medium grade with all fittings & fixtures complete laid in trenches fixed in repairs all as specified and directed. |
| 12 | S&F in repairfor 15 mm bore CP bib tapchromium plated fancy type cast copper alloy with wall flange fixed to GI Pipe complete all as specified and directed. |
| 13 | S&Fin repair 15 mm dia CP brass PVC connection 45 cm long including check nuts etc complete all as specified and directed |
| 14 | S&F rotational moulded polyethylene double layer water storage tank1000 Litres capacity ISI marked (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Pt-I with 25 mm ball valve high pressurePTMT with rod & high density plastic ball complete all as specified and directed by Engineer-in-Charge. |
| 15 | S & F in repair Gun-metal, globe or gate valves, with iron wheel head, screwed bothends for iron pipe 20 mm bore and fixed |
| 16 | S&F in repairs CP stop valves 15mm bore dia, cast copper alloy fancy type, chromium plated with long shank and cup concealed type, screwed down high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions in repairs complete all as specified and directed.(Make :Cera/hindware/parryware) |
| 17 | S&F 75mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints laid in trenches or in floors complete all as specified and as directed. |
| 18 | -do-as per item above but 110mm dia |
| 19 | M&L for PVC (SWR) bends of any radius with oval and access door of 75mm dia |
| 20 | -do- as above but 110mm dia. |
| 21 | S&F sinks made of stainless steel lmm thick kitchen or laboratory with plugs, washers and wastes incl coupling fixed to waste pipe ; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete all as specified and directed. |
| 22 | S&F Low density polyethylene (LDPE) pipes of pressure rating 6 kgf/sq. cm complete all as specifies and directed. |
| 23 | S&F PVC (SWR) floor trap, plain with grating including jointing with solvent cementto waste pipe and fixed in cement concrete type B! (1:2:4) complete as specified and directed. |
| 24 | M&L for Brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius in CM 1:6 complete. |
| 25 | M&L for 10mm thick rendering in CM (1:6) on fair surfaces of brick work or concrete surfacesfinished even and smooth without using extra cement, complete all as specified and directed. |
| 26 | M&L for preparation of new plastred surfaces and applying three coats of white wash on wallls complete. |
| 27 | Excavation in trenches n.exc 1.5m wide & n.exc 1.5m depth for fdn etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in hard dense soil. |
| 28 | M&L cutting into existing manhole for connecting new drains making good to pipe and rendering cutting out existing bencing for and forming branch channel (half round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required 150mm dia(Note : work in foul position) |
| 29 | M&L 150mm dia RCCdrain pipes class NP2 laid in treches & jointedfor150mm dia pipe in loose jointsetc complete |
| 30 | M&LConcrete bed (1:3:6) type C2 to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested. (dia-150 mm) |
| 31 | Returning filling in including spreading levelling watering and well ramming in layers n.exc 25cm in dense/Hard soils. |
| 32 | Removing the excavated surplus soils not exceeding 250mtr but N.exc 500 mtranddepositings where directed at a level n.exc 1.5 mtr above the starting point |
| 33 | M & L Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework ofwater tanks and similar work conforming to Fe.290.Gde-E-165 fixed to wallswith screws etc complete all as specified anddirected |
| 34 | M&L for painting new steel Surfaces of any description, over 10cm in width or girth,not otherwise with2 coat of synthetic enamel paind over a coat of red oxide complete all as described. |
| 35 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specifed and directed. |
| 36 | M&L for hardcore of gauge n.exc 0.63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface of a broken stone or boulders complete all as specified and directed. |
| 37 | M&L for 100mm thick PCCtypeC-2 (1:2:4) using 40mm graded agg as inflooring finished even and smooth w/o using extra cement . |
| 38 | M&L Granite 20mm thick (of any type) work (table rubbed and polished) for wall lining, fixed to wall using cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed |
| 39 | M&L for RCC 1:1.5:3 (Nominal Mix) using 20mm graded aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed. |
| 40 | M&L Mild steel TMT bars 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) not less than 0.9mm dia or securing with clips complete all as specified and directed |
| 41 | M&L for Formwork to edges of concrete flats, treads, breaks in floors,window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete |
| 42 | M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick(Horizontal or sloping) complete all as specified and directed. |
| 43 | S & F for Anodised aluminium frame powder coated for particians, doors, windows, ventilators with one or more rebates including joining cleat,rubber gasket, screws and all necessary fittings for fixing etc. complete all as specifiedand directed. |
| 44 | S & F for Anodised aluminium powder coated window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, hingesetc. complete all as specified and directed. |
| 45 | S & Ffor 4.8 mm thick Sheet glass, ordinary quality and glazing with oil putty in square exc 0.5 sq. m in each pane complete all as specified and directed. |
| 46 | M&L for GI tubing 50mm dia bore medium grade fixed in floors orlaid in floorsall as specified and directed. |
| 47 | M&L PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundations, filling & mass concretecomplete all as specified and directed. |
| 48 | M & L for sand cushioning using crushed sand for laying paver block. |
| 49 | M&L for machine pressed precast concrete interlocking paver block 60 mm thick rubber molded any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 grade with grey cement and pigment over sand cushioning complete all as specified and directed by Engr-in-Charge. |
| 50 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. |
| 51 | M&L for plain cement concrete type C1 1:3:6 (20mm graded stone aggregate) as in copings all as specified and directed. |
| 52 | Dismantling of old Stone slabs and tiles of any description or thickness laid bedded and pointed in any mortars including backingin floors, aprons etc. |
| 53 | M& L hand cut kota stone slab flooring 18-20mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab laid over and including screed bed 15 mm thick in cement mortar (1:4), including rubbing and mirror polishing complete all as specified and directed. |
| 54 | M& L hand cut kota stone slab flooring 18-20mm thick as in vertical surface such as skirting and dado jointed with grey cement slurry mixed with pigment to match the shade of the slab laid over and including backing coat of 10 mm thick in cement mortar (1:4), including rubbing and mirror polishing complete all as specified and directed. |
| 55 | Providing and applying 5 mm thick anti-static medium duty polyurethane floor topping, Nitoflor SL3000UT ESD which classifies as Type 5 floor as per BS 8204-6 on sound concrete surface, including removal of complete Exisiting ESD flooring.Carry out surface preparation including grinding or light shot blasting of concrete surface, proper cleaning to remove loose mortar, paint residuals,repairing of floor cracks and dents, application of scratch coat usingNitoflor SL3000UT @ coverage of 10 m2/pack, allow the same to cure for 12-48 hrs, setting of earthing connections at appropriate locations (3x 3 meters), mixing and applying the undercoat of Nitoflor SL 3000UT ESD undercoat (supplied in 2.4 litre pack) at a thickness of 1 mm and application should be done such that puddles are not formed,mixing of liquid base and hardener of Nitoflor SL3000UT ESD(supplied in 16.00 kg pack+Fosroc anti-static additive 0.006 kg)into a large plastic container and mix for 1 minute, subsequently adding antistatic additive and coloured aggregates and continue mixing to obtain a homogeneous mix,application of mixed Nitoflor SL 3000UT ESD coverage @ 2.85 m2/pack @ 3 mm topping and levelling using a spiked roller and allow it to dry for atleast 4 days. The cured floor shall exhibit the following properties:Compressive strength (ASTM C109) >43 MPa, Bond strength (ASTM D4541) > 1.5 MPa, Flexural strength (BS 6319) >20 MPa, Tensile strength (BS 6319-7)> 6 MPa, Density (ASTM D792) - 1750-1850 kg/cum, Surface to earth resistance (ASTM F150) - <1 x 10^6 Ohm, Cure time to light pedestrian traffic - 12 hours, cure time to light wheeled traffic - 36 hours, cure time to medium duty traffic - 48 hours, cure time to heavy duty traffic - 7 days, full chemical resistance - 7 days.(Note: Complete procedure to be done by authorised applicator and certificate and warranty to be submitted to the accepting officer.)Make: Fosroc or equivalent |
| 56 | Supply, installation,Boring, erection, testing and commissioningof Copper bonded(150 micron) MS solid rod electrode of dia 17.2 mm and 6 mtr long with high purity electrically conductive granular material having ultra low resistive value of 0.001 Ohm-m. Earthing Electrode shall bemade by embedding copper bonded MS Rod electrode in 100mm dia macronite conductive concrete made by mixing high purity conductive granularmixed with cement in the ratio2:1 (2 part of high purity electriclly conductive granular and 1 part cement and one litre of water per kg of mix ). The earthing electrode shall be augured inbore hole of dia not less than 100mm and6 Mtr depth. The conductive material shall confirm to BIS: 3043-2018. The rod shall be embedded in conductive concrete at factory with concrete having resistivity 0.040 Ohm-m. The top edge of the electrode shall comprise of plate provided with 04 holes for connections of the earthing strip,including brass nut bolts for connections of the strip the copper strip shall be duly brazed/welded with connection terminal of earthing rod, including FRP square chamber cover 300mm x 300mm x 250mm with top cover complete all as specified.All the material such as copperbonded MS rod and concrete mix shall be Ph nuetral, chemicaly inert and non corrosive complete all as specified and directed by Engr-In-Charge.i) The contractor shall submit type test report issued by the CPRI for high purity, electrically conductive earthings , confirms to rated short time withstand current20 KA per sec. ii) The factory made electrode shall be tested at factory and test report shall be submitted.iii) Factory testing of individual earthing shall be carried out in presence of rep of accepting officer and report shall be submitted.iv) The contractor shall obtain make approval for high purity electrically conductive granular duly by submitting certificates conforming to resistivity is 0.001 ohms by granular manufacturer.v) On installation of earthings at site, 04 to 05 Nos earthings shall be connected in grid to achieve less then 1 ohm resistance of grid, If desired resistance is not achived the contractor shall redo the same without any extra cost. vi) The contractor shall submit certificate issued by OEM of earthing electrode starting that \" The desired maintenance free earthing resistance less than 1 ohm. The year will be maintained for not less than 25 years. |
| 57 | S & F copper earth continuity conductor or main earthing lead of size20x3 mm fixed to wall on batten or recess or chases or buried in ground or drawn in conduit / pipe or fixed to poles or any other indicated situation for earthing etc. as required complete all as directed. |
| 58 | S&F PVC insulated single core unsheathed multistranded cable FR, green colour with copper conductor size 10 sqmm for voltage grade upto 1100 volts. |
| 59 | S&F of test point terminal block made out of gun metal or phosphorous bronze of size 75x75x25mm drilled and screwed including 3 nos 8mm dia 25mm long hex head screw |
| 60 | Supply and laying HDPE pipe 32mm dia PE100 gradeon wall/ along ground/ along channel/ in trench/under roof/ along pillar or as directed complete. |
| 61 | Taking down carefully copper strip of size 32x6mm including pocelain/epoxy insulator, storing in safe custody for reuse and refixing the taken down copper strip as directed at site including supply and fox of new epoxy insulator at a gap of 1 meter and brazing of copper strip with double nut and bolt with overlap of 3cm complete all as specified and directed. |
AI Tender Summary
Tender Timeline
Sep 26, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 23, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 26, 2024
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 26, 2024
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 03, 2024
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 03, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 10, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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