Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.1 Cr+₹7.2 L (6.83%)Rejected-Finance 131 SANGAM NAGAR OPP NATIONAL SCHOOL SANGHVI PUNE 411027 | PUNE | MAHARASHTRA | 411027 | ₹1.1 Cr+₹7.2 L (6.83%) | L2 | Rejected-Finance Bidder not quoted L1 rates |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
8 Feb 2024, 6:00 pmClosed
COMMANDER WORKS ENGINEER PUNE
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
81745 ADDN/ALTN/UPGRADATION OF MECHANICAL LAUNDRY AT MILITARY HOSPITAL NDA KHADAKWASLA UNDER GE (NDA) KHADAKWASLA
2023_MES_613517_2
81745 CWE PUNE
Open Tender
Civil Works
Item Rate
180 days
GE NDA KHADAKWASLA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹1,000
GE NDA KHADAKWASLA
₹1.9 L
Yes
4 Apr 2024
18 Jan 2024
10 Feb 2024
18 Jan 2024
8 Feb 2024
27 Jan 2024
Amount
M&L for surface excavation n exc 30cm deep and averaging 15cm deep and getting out in soft/loose soils complete all as specified and directed by Engineer Incharge.
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation and getting out in soft/loose soils complete all as specified and directed by Engineer Incharge.
Removing excavated material to a distance from site exc 250 m but not exc 500 m and depositing where complete all as specified and directed by Engineer Incharge.
M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set jointed and pointed in neat cement slurry in floor over 20mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engineer Incharge.
M&L for cement concrete type D2, 1:4:8 (Using 40mm graded granite stone aggregate) as in sub base including use of necessary form work complete all as specified and directed by Engineer Incharge.
M&L for reinforced cement concrete M-25 Design mix (using 20mm graded stone aggregate) as in 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 directed by Engineer Incharge.
M&L for reinforced cement concrete M-25 Design mix (using 20mm graded stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer Incharge.
M&L for reinforced cement concrete M-25 Design mix (using 20mm graded stone aggregate) as in roof beam, lintel band etc complete all as specified and directed by Engineer Incharge.
M&L for reinforced cement concrete M-25 Design mix (using 20mm graded stone aggregate) as in Chajjas etc complete all as specified and directed by Engineer Incharge.
M&L for RCC M-25 design mix using 20mm graded stone aggregate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer Incharge.
Form work (fair finished) to flat sides of concrete foundations footings bases of columns raft and raft beams side and soffits of foundations and plinth beams and similar works vertical or to batter and fair finishing complete all as specified and directed by Engineer Incharge.
Form work to fair finished concrete flat surfaces of sides and soffit of floor or roof beams , beam haunchings girders, bressummers, lintels cantilevers, shelves inclduing supports,over hangs etc complete all as specified and directed by Engineer Incharge.
Form work to fair finished concrete flat surfaces of sides of pillars post columns complete all as specified and directed by Engineer Incharge.
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) for rough finished surfaces of concrete complete all as specified and directed by Engineer Incharge.
M&L for Mild steel 10mm dia and over TMT bars as in reinforcement cut to length bent to shape required including cranking, hooking at ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer Incharge.
All as per item No 15 above here-in-before but in 5 mm dia and over upto and including 10 mm dia in stirrups and binders etc complete all as specified and directed by Engineer Incharge.
M&L for precast cement concrete block masonry exceeding 10cm in width with solid blocks of PCC Gde C-5 and setting in CM 1:6 complete all as specified and as directed.
M&L for 15 mm thick cement plaster on brick or concrete surface in cement mortar1:6 included finishing surface even and smooth without using extra cement on walls etc complete all as specified and directed by Engineer-in Charge
M&L for 10mm thick cement plaster on concrete surface in cement mortar (1:3) included finishing surface even and smooth without using extra cement on ceiling etc complete all as specified and directed by Engineer-in Charge
M&L for 15 mm thick cement plaster on brick or concrete surface in cement mortar (1:4) included finishing surface even and smooth without using extra cement on walls etc complete all as specified and directed by Engineer-in Charge
M&L for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over one coat of alkali registant priming paint etc complete all as specified and directed by Engineer Incharge.
All as per item No 21 above but in ceiling etc complete all as specified and directed by Engineer Incharge.
M&L for preparation of newly plastered surfaces of wall and applying two coats of cement base paint white or tinted including scaffolding arrangement, trestles, ladders etc complete all as specified and directed by Engineer Incharge.
M&L for Machine cut kota stone slab flooring 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 match including bullnosed to edges complete and incl 20 mm thick screed bed or bedding layer in CM (1:6) complete all as specified and directed by Eng-in-charge.
All as per item No 24 above but in riser of steps, skirting, dado in 10mm thick rendering in CM (1:4) back coat etc complete all as specified and directed by Engineer Incharge.
S&F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars,dovetailed or welded complete all as specified and directed by Engineer Incharge.
All as per item No 26 above but without glazing bars complete all as specified and directed by Engineer Incharge.
S&F Steel rolling shutters, 1.25 mm thickness of lath, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer;erected in position as indicated,complete: push pull or manual type complete all as specified and directed by Engineer Incharge.
M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer Incharge.
M&L for 100mm thick cement concrete type D2, 1:4:8 (Using 40mm graded granite stone aggregate) as in sub base including use of necessary form work complete all as specified and directed by Engineer Incharge.
M&L for Cement concrete 1:2:4 type B1 using 20mm graded stone aggregate in floors, 75 mm thick, laid monolithically and finished even & smooth using extra cement complete all as specified and directed by Engineer Incharge.
M&L for Cement concrete 1:3:6 type C2 using 20mm graded stone aggregate in plinth protection, 75 mm thick, finished even and smooth without using extra cement, including making joints 12 mm wide to the full depth of PCC at every 3 metres and at every change of direction and filling the same with & including bitumen 85/25 and cment and sand in the proportion of (1:3) by weight complete all as specified and directed by Engineer Incharge.
M&L for Hardcore gauge n.exc 63mm of broken stone or boulders deposited, spread and levelled in layers n.exc 75mm thick, watered and well rammed to a true surface complete all as specified and directed by Engineer Incharge.
M&L for APP based modified pre fabricated five layer 3 mm thick and weighing not less than 3.6 Kg/Sqm water proofing membrane reinforced with polyester non woven fabric mat with 150 gm/Sqm black finished with compatible primer conforming to IS 3488 @ 0.30 Lit/ Sqm and bonding material 85/25 bitumen 1.2 Kg/Sqm before membrane laid by torch application side overlap of 75 mm and overlap of 100 mm longitudinally, At the junction of roof and parapet wall a groove of 20mm x 20mm shall be made at the height of 100mm and membrane shall be inserted and sealed with bituminous mastic joint / overlap shall be sealed with hot bitumen 85/25 and applying two coats of bituminous aluminium paint over membrane complete all as specified and directed by Engineer Incharge.
M&L for 20mm thick rendering on concrete surface on roof surface in Cement mortar (1:4) finished even and fair without using extra cement by using Water proofing compound @ 3% of weight of cement content complete all as specified and directed by Engineer Incharge. (Note: Water proofing Compound measured and paid seprately)
Supply only liquid water proofing compound complete all as specified and directed by Engineer Incharge.
Demolition of Brickwork or stone/boulder masonry built in cement mortar includin all quoins/arches etc complete all as specified and directed by Engineer Incharge.
Demolition of reinforced cement concrete of any description and in any position incluiding cutting and seprating old reinforcement to facilitate demolation including removal of rubbish outside MD land complete all as specified and directed by Engineer Incharge.
M&L for Pre-cast cement concrete block solid building blocks type B-1, 1:2:4 (20mm graded stone aggregate) in CM (1:6) etc complete all as specified and directed by Engineer Incharge.
M&L for 15 mm thick plaster in CM (1:6) finished even and smooth without using extra cement as on wall complete all as specified and directed by Engineer Incharge.
Excavating in post holes (or similar holes) each n exc 0.5cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in any type of soil complete all as specified and directed by Engineer Incharge.
M&L for PCC (1:5:10) type E-2 using 40mm graded aggregate as in foundation filling and mass concrete complete all as specified and directed by Engineer Incharge.
M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) incluiding distance pieces, cleats etc complete all as specified and directed by Engineer Incharge.
M&L for gusset plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment etc complete all as specified and directed by Engineer Incharge.
M&L for 0.5mm Pre-painted galvatume aluminium Zinc coating steel GI based corrugated sheet of any colour having tensile strenght of 550 Mpa as in roof covering/cladding to wall, fixed with self taping screws complete all as specified and directed by Engineer Incharge.
M&L for preparing new steel surface any applying two coat of synthetic enamel paint over a primer coat of red oxide complete all as specified and directed by Engineer Incharge.
S&F GI tubing medium grade 25 mm bore, ISI marked with valid C/ML No. and conforming to IS : 781 : 1984 or latest edition with all fittings claimps screws MS clamps, hooks complete on laying fixed on wall/floor/ceiling complete all as specified and directed by Engineer Incharge.
S&F Stop valves, cast copper alloy, screwed down, high pressure, ISI marked with valid C/ML No. and conforming to IS : 781 : 1984 or latest edition with rutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed for size 25 mm bore complete all as specified and directed by Engineer Incharge.
S&F Ball cock (float valve) 50mm high pressure ISI marked with valid C/ML No. and conforming to IS : 781 : 1984 or latest edition made of PTMT with epoxy coated Aluminium rod and high density plastic ball, screwed for 50mm bore iron pipe complete all as specified and directed by Engineer Incharge.
Supply, Install, Testing and Commissioning of Washer Extractor of capacity 30 kg Front loading, Open pocket, High spin, Full Stainless steel die pressed door, Front panel, Inner cylinder & outer drum of SS 304 quality, PLC (Programmable Logic Control) controlled with Moisture Resistant Screen, Auto Reverse, Automatic with Electric Valves, With Built in Control Panel, Motor & Inverter Drive, Heating through Electric Heating Element including necessary M-20 Grade concrete foundation of suitable size and height as recommended by OEM with plumbing work and electric work with required material for running the machine / installation complete all as specified and directed by Engineer Incharge. MAKE: IFB MODEL : RVWE - 30 / Stefab Model No. AXE30 / Prime Laundry Equipments Model No. WE 30 / Alliance Laundry System Model No. SY 350.
Supply, Install, Testing and Commissioning of Industrial Tumble Dryer of capacity 30 Kg PLC (Programmable Logic Control) controlled with 5 Program storage capacity, Powder Coated, Full Stainless Steel Inner Cylinder of SS 304 quality, Open Pocket, Heavy Duty, Reversible Operation, Automatic Heating through Electric Heating Element including necessary M-20 Grade concrete foundation of suitable size and height as recommended by OEM with plumbing work and electric work with required material for running the machine / installation complete all as specified and directed by Engineer Incharge. MAKE: IFB MODEL : RTD 30 / Stefab Model No. DRE30 / Prime Laundry Equipments Model No. DT 30 / Alliance Laundry System Model No. STF055.
Supply, Install, Testing and Commissioning of Sluicing Machine of capacity 15 Kg Front loading, Open pocket, High Spin, Full Stainless steel die pressed door, Front panel, Inner Cylinder & Outer Drum of SS 304 quality,PLC controlled with Moisture Resistant Screen, Auto Reverse, Automatic with Electric Valves, With Built in Control Panel, Motor & Inverter Drive, Heating through Electric Heating Element including necessary M-20 Grade concrete foundation of suitable size and height as recommended by OEM with plumbing work and electric work with required material for running the machine / installation complete all as specified and directed by Engineer Incharge. MAKE: IFB MODEL : RVWE – 15 / Stefab Model No. FXE 15 / Prime Laundry Equipments Model No. WE 15 / Alliance Laundry System Model No. SY 180.
Supply, Install, Testing and Commissioning of Flat Iron Work Front of Capacity 15Kg, (Max. Roller Dia as per Manufactuer), feed & front return type, Variable Speed Control, Complete with imported make feeding & heating belt, Spray Galvanized & Powder Coated Outer Body, Full stainless steel heated roller with feeding tray & collection trays, Equipped with finger guard protection system with Emergency stop switches at either end for both operators convenients, Heating through Electric Heating Element including necessary M-20 Grade concrete foundation of suitable size and height as recommended by OEM with plumbing work and electric work with required material for running the machine / installation complete all as specified and directed by Engineer Incharge. MAKE: IFB MODEL : RFWI – 0420E / Stefab Model No. FRE 38 - 200 / Prime Laundry Equipments Model No. FWI 18 / Alliance Laundry System Model No. I30-200AV
Supply, Install, Testing and Commissioning of Dry Cleaning machine of capacity 12 Kg comes with 2 Tanks, 2 Nylon Filter minimum, Computer Programmer, Drying Air Tunnel, Filter Housing, steel condenser housing, separator, basket, lint filter frames and Convertible Distiller in stainless steel. A manual override of all functions, self-test, ecological Freon, dual lint filter, large loading door with automatic locking, automatic tank cleaning, self cleaning solvent tank levels, automatic temperature controls. (A heat pump solvent recovery system allows for minimum 80% solvent recovery) including necessary M-20 Grade concrete foundation of suitable size and height as recommended by OEM with plumbing work and electric work with required material for running the machine / installation complete all as specified and directed by Engineer Incharge. MAKE: IFB MODEL : RAMA 212LP / Stefab Model No. DMX15 / Prime Laundry Equipments Model No. DCW 15 / Alliance Laundry System Model No. STEWYAJP303NW22
Supply, Install, Testing and Commissioning of Flat Bed Press Front of size 1500 x 750mm dia Complete with imported Make Feeding ,Spray Galvanized & Powder Coated Outer Body collection trays, Equipped with finger guard protection system with emergency stop switches at either end for operators convenients, Heating through Electric Heating Element with Air Compressor of capacity 2 HP including necessary M-20 Grade concrete foundation of suitable size and height as recommended by OEM with plumbing work and electric work with required material for running the machine / installation complete all as specified and directed by Engineer Incharge. MAKE: IFB MODEL : RFBP / Stefab Model No. FPE 150 with Air Comp. 3HP / Prime Laundry Equipments Model No. PMC FBP 75 / Alliance Laundry System Model No. SQFIB15
Supply, Install, Testing and Commissioning of Vacuum Ironing Table of size 1300 x 800 mm with silicon foam and heat proof cloth. Totally powder coated in a state of the art conveyor powder-coating unit with trays, side iron stand with silicon iron pad, Suction motors 1 HP, 230V ,full-length foot pedal switch to control suction heating through Electric Heating Element including Boiler, ISO certified. (The vacuum board is uniformly perforated and covered with a stainless steel mesh for perfect and uniform steam ironing control) including necessary M-20 Grade concrete foundation of suitable size and height as recommended by OEM with plumbing work and electric work with required material for running the machine / installation complete all as specified and directed by Engineer Incharge. MAKE: IFB MODEL : RV 4425-80 / Stefab Model No. VF 120 wih SE4 with Air Comp 3 HP / Prime Laundry Equipments Model No. PMC/PT 1 / Alliance Laundry System Model No. SQVITS.
NOTE for Ser Item Nos. 50 to 56 : (i) Contractor shall provide only one of approved make for all items mentioned BOQ Ser. No. 50 to 56. (ii) All these items shall be installed by OEM or their authorised Agency. Certificate in this regard shall be submitted by the Contractor before installation. (iii) After Completion of Work, Guarantee Certificate for 24 Months shallbe submitted by the contractor.
S&F Shelf Trolley made of SS 304 quality and dimension 36'' x24'' x 30'' height complete all as specified and directed by Engineer Incharge.
S&F Dry Linen Trolley made of SS 304 quality and dimension 36'' x24'' x 27'' height complete all as specified and directed by Engineer Incharge..
S&F Wet Linen Trolley made of SS 304 quality and dimension 36'' x24'' x 27'' height complete all as specified and directed by Engineer Incharge.
S&F SS Mobile trolley with castor made of of SS304 quality and dimension 60'' x30'' x 34'' height complete all as specified and directed by Engineer Incharge.
Cutting of existing CI/DI pipe for insertion of new Tee in existing position of 200 mm bore pipe complete all as specified and directed by Engineer Incharge.
S&F in repairs GI tubing Medium grade 50 mm bore, ISI marked with valid C/ML No. and conforming to IS : 781 : 1984 or latest edition with all fittings claimps screws MS clamps, hooks complete on laying of ground/fixed on wall/floor/ceiling complete all as specified and directed by Engineer Incharge.
S&F in repairs of Bronze Gate Valves (Hexagonal type) 50mm ISI marked with valid C/ML No. and conforming to IS : 778CL-I or latest edition with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer Incharge.
M&L for Rotational Moulded PVC storage Water tanks with approved ISI Mark, three layer, 5000 liters capacity, cylindrical vertical and closed top, including tank cover, hoisted and fixed in position all as per SSR Part-1 (2009) complete all as specified and directed by Engineer Incharge.
M&L for construction of brick masonry valve pit of internal dimension 90 x 90 x 90 cm depth with sub class new 'B' bricks in CM (1:4) and 10 mm thick plastering in CM (1:4), PCC (1:4:8) type D2 (Using 40 mm graded stone aggregate) as in foundation lean concrete, PCC (1:3:6) type CI (using 20 mm graded stone aggregate) as in bedding and copping MS frame with 40X40X6 mm angle iron 4 mm thick MS sheet cover plate with locking arrangements, hinges and two coats of synthetic enamel paint over a coat of red oxide primer including preparation of surface, three coats of white wash on plastered surface (exposed to view) including necessary earthwork and excavation in soft loose soil, returning filling in and removal of surplus soil to a distance not exceeding 50 m all as per TD Drawing No CEPZ/93/TD/20M Sheet No 1/1 dated 6 Aug 1993 complete all as specified and directed by Engineer Incharge.
Returning, filling in trenches with excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as directed by the Engineer-in-Charge.
Removing surplus soil / spoil to a distance not exceeding 50 metre away and depositing where directed at a level not exceeding 1.5 metre above the starting point all as directed by the Engineer-in-Charge.
Supply and lay XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of size 400 Sqmm 3.5 Core complete all as specified and directed by Engineer Incharge.
All as per item no 68 above but of size 25 sqmm 3.5 core complete all as specified and as directed.
All as per item no 68 above but of size 16 sqmm 4 core complete all as specified and as directed.
All as per item no 68 above but of size 10 sqmm 4 core complete all as specified and as directed.
All as per item no. 68 above but of size 10 sqmm 2 core complete all as specified and as directed.
Supply & install Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts and screws as specified type 410 SP-22 (8.5 metres long) for Security Light including necessary earthwork and excavation in any type of soil and PCC (1:2:4) around the pole for foundation complete all as specified and directed by Engineer Incharge.
S&F Cable Junction Box 250X200X100mm in size, made out of FRP sheet having IP 55 protection for outdoor installation fixed with 4 way bakelite cable terminals including 03 Nos polymide gland with check nut (M-32 - 2 nos) and one no MCB SP 6 amps complete fixed on poles with flat aluminium clamps of size 20x3mm, nuts, bolts, washers etc. cable junction box complete all as specified and directed by Engineer Incharge.
S&F LED street light fitting, 25 watt, pressure die cast housing with epoxy power coated dark graphite grey colour finish, prismatic polycarbonate cover with individual LED lenses and necessary connection with PVC Sheathed flat twin core aluminium cable from junction box to light fitting complete all as specified and directed by Engineer Incharge.
S&F street light bracket made out of 40 mm bore, galvanised iron, light grade tubing (approx 1 mtr in length) including necessary two nos suitable size of clamps with nuts, bolts and washers, etc. including two coats of synthetic enameled paint over a coat of red oxide primer complete all as specified and directed by Engineer Incharge.
Supply , install, testing and commissioning of cubical housing cabinet type LT panel of size 2000 mm x 2500 mm x 600 mm, platform mounted factory made, totally enclosed dust and vermin proof openable from both front and rear side made out of 3.15 mm thick CRCA (Cold Rolled Cold Annealed) MS Sheet, Powder coated, CPRI approved and built upon 50 x 50 x 6 mm size angle iron frame work , having front and rear hinged doors, lifting lugs (2 Nos) , earthing strips at rear side , bottom detachable gland plate complete with suitable size zinc plated and passivated nut, bolts, spring and washers. The cabinet and all members should be chemically treated with MSR solution for anticorrosive treatment. Necessary earthwork and excavation in any type of soil and foundation work as required at site and comprising following:-
BUS BAR (a) Electrolytic grade high conductivity TP&N solid copper bus bars, rated 600 amps supported at required intervals sleeved with heat shrinkable PVC sleevings. The bars shall be colour coded at required intervals for identification - 04 Nos INDICATING DEVICES (a) LED Indicating lamps for Main Supply indicating R', Y' B'- 01 Set of 3 (b) Digital VAF meter - 01 No (c)Current Transformer having Ratio 400/5, 15 VA - 01 Set of 3 CONTROLS (a) 4 Pole MCCB 400 Amp 50 Hz 415 V, with rupturing capacity 35 KA - 01 No (incommer) (b) 4 Pole MCCB 100 Amp 50 Hz 415 V, with rupturing capacity 25 KA - 01 No. (for Flat work Ironer) (c ) 4 Pole MCCB 63 Amp 50 Hz 415 V, with rupturing capacity 25 KA - 03 Nos.( for Washing Extracator -2 Nos & Tumble Dryer-01 Nos) (d) 4 Pole MCCB 32 Amp 50 Hz 415 V, with rupturing capacity 25 KA - 03 Nos. ( for Sluicing Machine, Dry Cleaning Machine and Flat Bed Press with Air Compressor) (e) 4 Pole MCCB 25 Amp 50 Hz 415 V, with rupturing capacity 25 KA - 2 Nos. (for light load -01 and Vaccum Ironing Table -01)
M&L for earthing complete with GI earth electrode 600x600x6.3mm thick burried directly in ground, earth pit not less than 2.25 mtr below ground level, with top edge of the plate not less than 1.5 mtr below normal ground level connected to both end and including 25x4 mm GI strip 7.5 Mtr long by means of nut and bolts and washers of GI all as shown in electrical plate No 3 of SSR Part-I (2009) and including necessary excavation and earthwork in any type of soil for funnel with wire mesh and watering pipe 20mm dia PCC chamber with PCC cover 50mm thick including resistance testing on completion. Note :- (1) The earthing resistance should be below 3Ω. (2) No payment against material at site will be paid. (3) 100% payment shall be made only after completion in all respect and testing of earthing and production of test results below 3Ω. (4) GI strip beyond 7.5 Mtr long shall be measured and paid sperately.
Supply and connect in replacement GI strip 25X4 mm in ground/ trench/ wall or such simillar positions complete all as specified and directed by Engineer Incharge.
S&F Sheet Metal Enclosure Triple pole and earth with a three pin and earth plug with socket complete with one triple pole MCB 32A ISI Marked with valid C/ML No. complete all as specified and directed by Engineer Incharge.
S&F Sheet Metal Enclosure Triple pole and earth with a three pin and earth plug with socket complete with one triple pole MCB 63A ISI Marked with valid C/ML No. complete all as specified and directed by Engineer Incharge.
Excavating in post holes in soft/ loose soil (or similar holes) each not exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm for street light poles complete all as specified and directed by Engineer Incharge.
M&L for dry sand cushioing to under ground cable intrenches including spreading, leveling and hand punning complete all as specified and directed by Engineer Incharge. (Note: For measurement purpose punned thickness shall be considered.)
Supplying and laying un-reinforced precast concrete cable cover , class LV ,Type 1 , flat ,size 250mm x 150mmx 40mm complete all as specified and directed by engineer Incharge.
M&L in replacement for GI tubing Light grade 40mm bore as in mechanical protection of UG cable complete all as specified and directed by Engineer Incharge.
M&L for Cement concrete type B2 (1:2:4) using 40mm graded stone aggrgate in foundations, filling and mass concrete under base for Street light pole complete all as specified and directed by Engineer Incharge.
M&L for cement concrete in foundations, filling and mass concrete type C2 (1:3:6) using 40mm aggregate around the pole for coping upto 30mm above the ground for Street light Pole complete all as specified and directed by Engineer Incharge.
Supply, install, testing and commissioning of cubical housing cabinet type LT panel of size 500 mm x 400 mm x 300 mm, platform mounted factory made, totally enclosed dust and vermin proof openable from both front and rear side made out of 3.15 mm thick CRCA (Cold Rolled Cold Annealed) MS Sheet, Powder coated, CPRI approved and built upon 35 x 35 x 3 mm size angle iron frame work , having front and rear hinged doors, lifting lugs (2 Nos), earthing strips at rear side , bottom detachable gland plate complete with suitable size zinc plated and passivated nut, bolts, spring and washers. The cabinet and all members should be chemically treated with MSR solution for anticorrosive treatment. Necessary foundation work as required at site and comprising 400A, 36KA, FP MCCB, Neon RYB LED Indicator and danger sign board complete all as specified and directed by Engineer Incharge.
Removing excavated material to a distance from site exc 500 m but not exc 1.50 Km from the site clear complete all as specified and directed by Engineer Incharge.
M&L for brick work with sub class 'B' bricks, straight or curved on plan, exc 6M mean radius, built in CM 1:4 complete all as specified and directed by Engineer-in-Charge
M&L for rendering 15mm thick in CM 1:4 on brick/ concrete surfaces of walls including floating coat using water proofing compound as per Manufacturer's Instructions complete all as specified and directed by Engineer-in-Charge (Note : WPC shall be measured and paid separately.)
Supply only integral water proofing compound as per relevant IS complete all as specified and directed by Engineer Incharge.
M&L for plain cement concrete 1:3:6 type C-2, using 40mm graded stone aggregate as in foundation and bed concretes, mass concrete etc complete all as specified and directed by Engineer Incharge.
M&L for PCC 1:2:4 type B1 using 20mm graded aggregate as in coping and benching in manholes including necessary form work and finishing the exposed surface concrete even and smooth using extra cement complete all as specified and directed by Engineer Incharge.
Extra for forming for finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped etc complete all as specified and directed by Engineer Incharge.
Supplying and laying 150mm bore Reinforced Cement Concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed by Engineer Incharge.
Cutting into existing manholes for connecting new drains of dia 150 mm, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer Incharge.
M&L for providing precast RCC 1:2:4 type B1 (using 20mm graded stone aggregate as in cover slabs for manholes set in CM (1:6) complete all as specified and directed by Engineer Incharge. (Note : Reinforcement shall be measured & paid separately)
S&F for providing mild steel TMT bars 6 to 8 mm dia cut to length bent to shape required includig cranking, bending etc & binding with ms wires (annealed) not exe 0.9mm dia complete all as specified and directed by Engineer Incharge.
M&L for PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) as in concrete bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested etc complete all as specified and as directed.
M&L for Point wiring for one light point /fan point controlled by one switch with 1.5 sqmm PVC insulated FRLSH unsheathed copper conductor single core multi stranded flexible copper cable ISI Marked with valid C/ML No. in and including not less than 2.00 mm thick 20 mm dia non metallic rigid PVC conduit ( ISI marked ) concealed in wall with 1.5 mm thick pressed steel terminal boxes ( modular type ) concealed in walls painted the same inside and out side with one coat of black bitumen paint incl inner and outer sheet for fixing of modular switches/ regulator etc along with PVC insulated and in sheathed FRLSH 1.5sqmm multi stranded copper conductor cable (green color) ISI Marked with valid C/ML No. as earth lead including making good to existing surfaces of wall / ceilng etc complete as directed by Engr- in- charge.
All as per Item No.101 above but for 3 pin 5 Amp Socket outlets point controlled by one push button on Independent board with 1.5 sqmm PVC insulated unsheathed FRLSH copper conductor single core multi strand flexible cable ISI Marked with valid C/ML No. and 1.5 sqmm PVC insulated unsheathed FRLSH copper conductor single core cable (green color) ISI Marked with valid C/ML No. as earth lead to match with the existing specification including making good to existing surfaces of wall / ceilng etc complete all as specified and directed by Engg- in- charge.
All as per Item No.101 above but for 3 pin 5 Amp Socket outlets point controlled by one push button on Same board with 1.5 sqmm PVC insulated unsheathed FRLSH copper conductor single core multi strand flexible cable ISI Marked with valid C/ML No. and 1.5 sqmm PVC insulated unsheathed FRLSH copper conductor single core cable (green color) ISI Marked with valid C/ML No. as earth lead to match with the existing specification including making good to existing surfaces of wall / ceilng etc complete all as specified and as directed by Engr-in-Charge.
All as per Item No.101 above but for 3 pin 15A socket outlet on the independent Board with 4 sqmm PVC insulated unsheathed FRLSH copper conductor single core multi strand flexible cable ISI Marked with valid C/ML No. and 4 sqmm PVC insulated unsheathed FRLSH copper conductor single core cable (green color) ISI Marked with valid C/ML No. as earth lead to match with the existing specification including making good to existing surfaces of wall / ceilng etc complete all as specified and directed by Engg- in- charge
M&L for switch piano modular type, 1 module, 6/10 Amps, 230 volts one way complete all as specified and as directed by Engr-in-Charge.
M&L for switch piano modular type, 1 module, type 16 Amps 230 volts one way complete all as specified and as directed by Engr-in-Charge.
M&L for socket outlet modular type, 2 module, 3/5 pin, 6/10 Amps combined complete all as specified and as directed by Engr-in-Charge.
M&L for socket outlet, modular type, 2 module, 2-in-1, 6/16 Amps combined complete all as specified and as directed by Engr-in-Charge.
Supply and fixing LED lights fitting 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible, copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engr-in-Charge.
S & F LED light fitting 1x9W/1X10W Bulkhead Luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed by Engr-in-Charge.
Supply and fixing Ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE, Five star rated with brushless direct current motor (BLDC) complete all as specified and as directed by Engr-in-Charge.
Supply & fix sheet metal enclosure MCB distribution board single pole & neutral 240 volts 4 way with IP-43 IK-09 protection double door complete with appropriate size bus bar and neutral link, fixed flush in wall including chases wall for fixing DB and making good distributed wall surfaces to match with existing specification complete all as specified and as directed by Engr-in-Charge. (Note-MCBs will be measured separately.)
Supply, fixing, Testing and commissioning 240V, 10 KA 'B' curve miniature circuit breaker (MCB) of single poles and current carrying capacity 6 to 32 AMP, in the MCB DB with connection complete all as specified and as directed by Engr-in-Charge.
Supply / fixing / Testing and commissioning amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) SPN and current carrying Capacity 32A in the MCB DB with connection complete all as specified and as directed by Engr-in-Charge.
S&F Ceiling rose surface bakelite 3 terminals complete all as specified and directed.
M & L for Earthing complete with galvanised steel iron earth plate electrode of size 600x600x6 thick as earth electrode with top edge of earth plate not less than 1.5 m below ground level using GI wire 4mm dia as earth continuity conductor connected to earth plate by means of GI thimbles nuts bolts washers all as directed inculding providing earth wire protection pipe GI light grade 15mm dia from earth plate to pit level , watering pipe 20mm dia with mesh and funnel at top , earth pit and RCC pit cover in PCC 1:3:6 adequate quantity of characoal dust and salt all around the earth plate , earth work in any type of soil remaining surplus excavated material all as required at site and specified in EP no 3 of SSR part I- 2009 or directed by Engineer-in-Charge. [Note : (1) Test Report to be submit on completion. (2) if Permissible Earth Resistance Value not obtained then Re-Eathing will be done without any additional cost by the tenderer.]
Leo Enterprises
stage.html
html • 0.04 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 .