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Provn Of Covered Shed And Allied Works At Naval Base And Perimeter Lights At Nofra Under Ge Navy Porbandar Provn Of Covered Shed And Allied Works At Naval Base And Perimeter Lights At Nofra Under Ge Navy Porbandar, Porbandar-Gujarat

Military Engineer Services-MES has published Provn Of Covered Shed And Allied Works At Naval Base And Perimeter Lights At Nofra Under Ge Navy Porbandar Provn Of Covered Shed And Allied Works At Naval Base And Perimeter Lights At Nofra Under Ge Navy Porbandar. Submission Date for this Tender is 29-10-2021. Shed Construction Tenders in Porbandar Gujarat. Bidders can get complete Tender details and download the document.




Tender Notice

29335127
Corrigendum : Provn Of Covered Shed And Allied Works At Naval Base And Perimeter Lights At Nofra Under Ge Navy Porbandar Provn Of Covered Shed And Allied Works At Naval Base And Perimeter Lights At Nofra Under Ge Navy Porbandar
Open Tender
Indian
Gujarat
Porbandar
29-10-2021

Tender Details

Provn Of Covered Shed And Allied Works At Naval Base And Perimeter Lights At Nofra Under Ge Navy Porbandar Provn Of Covered Shed And Allied Works At Naval Base And Perimeter Lights At Nofra Under Ge Navy Porbandar

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Oct-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 22-10-2021
2 23-Oct-2021 Due Date Extended Admin Corrigendum Date Extend 26-10-2021
3 27-Oct-2021 Due Date Extended Admin Corrigendum Date Extend 29-10-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 56000.0 /-
Tender Value
INR 28 Lakhs /-

BOQ Items

Name of Work: PROVN OF COVERED SHED & ALLIED WORKS AT NAVAL BASE AND PERIMETER LIGHTS AT NOFRA UNDER GE NAVY PORBANDAR
Sl. No. Item Description
1Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil including cutting of bushes, saplings and cutting trees not exc. 30m girth etc complete all as specified and directed.
2Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depthforfoundation etc and getting out in Soft/disintegrated rock complete as specified and directed.
3PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass and sub base (100mm thick) concrete complete all as specified and directed.
4RCC M-30 (Design Mix) (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footing plinth beams, bases for column etc. complete all as specified and directed.
5RCC M-30 (Design Mix) (using 20 mm graded crushed stone aggregate) as in Columns, Pillars, Piers, Posts and Struts complete all as specified and directed.
6RCC M-30 (Design Mix) (using 20 mm graded crushed stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed .
7RCC M-30 (Design Mix) (using 20 mm graded crushed stone aggregate) as in roof slab supported on walls, beams and columns in roofs complete all as specified and directed.
8RCC M-30 (Design Mix) (using 20 mm graded crushed stone aggregate) as in chajjas complete all as specified and directed.
9Use and waste of Form work to sides of concrete foundations, footings, bases of columns and plinth beams and similar work, complete all as specified and directed.
10Use and waste of Form work to sides of columns, square, rectangular, complete all as specified and directed.
11Use and waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup, ports, overhangs, etc. also splays between floors and beams complete all as specified and directed.
12Use and waste of Form work to chajjas including edges complete all as specified and directed.
13Mild steel CRS 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 as directed.
14Mild steel CRS bars 8mm diaas in stirrups spacer and binder, 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 as directed.
15Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil, complete all as specified.
16Removing excavated material soils exc. 500 m and upto 1.5km and depositing where directed at a level n. exc. 1.5 m above the starting point, complete all as specified and directed.
17Removing excavated material rock exc. 500 m and upto 1.5km and depositing where directed at a level n. exc. 1.5 m above the starting point, complete all as specified and directed.
18Stone masonry walling or squared walling in cm 1:6, brought upto courses using dressed same size Porbandar stone of superior quality complete all as specified and directed.
19Moorum / red bajri filling in floors or pavings, laid in layers n. exc. 150 mm thick, spread, levelled and well rammed including watering, complete all as specified and directed.
20Hard core of broken stone or boulders of guage n exc. 63 mm, deposited, spread and levelled in layeres n exc. 150 mm thick, watered and rammed to a true surface, before concerting or otherwise complete all as specified and directed.
21Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed.
22Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed.
23Treating the top surface of filled earth with anti termite emulsion at the rate of 5 litres per square metre of surface area,complete all as specified and as directed.
24Treating the soil under plinth protection / ramp with anti termite emulsion at the rate of 5 litres per square metre of surface area,complete all as specified and as directed.
25Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed.
26PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in sub base (75 mm thick) complete all as specified and directed.
27Rendering 5 mm thick on fair faces of brick work or concrete surfaces as on ceiling surface, facia and projection of slabs, and window projection, in CM 1:3 finished even and smooth without using extra cement complete all as specified.
28Rendering 10 mm thick on fair faces of stone masonry surfaces or concrete surfaces on wall in CM 1:6 finished even and smooth without using extra cement complete all as specified.
29Rendering 20 mm thick in two layers (15+5mm) ,on fair faces of stone masonry surfaces or concrete surfaces in cement mortar 1:4 finished even & smooth with out using extra cement including use of water proofing compound in outer layer, completeall as specified and directed. (Note- Water proofing compound shall be measured and paid separately).
30Supply only integral water proofing compound.
31Preparation of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed.
32Preparation of new plastered surfaces of internal walls and applying two coats of oil bound distemper over a coat of primer complete all as specified and directed.
33Preparation of new plastered surfaces of external walls and applying two coats of acraylic emulsion weather proof antifungal paint over a coat of primer complete all as specified and directed.
3410 mm thick (average) bedding layer on concrete surfaces in cement mortar 1:4, in order to maintain proper slope and base over existing roof surfaces for laying of APP based polymeric membrane, mixed with WPC,finishing even and smooth without using extra cement complete all as specified and as directed. Note: WPC measured and paid separately.
35Water proofing treatment to RCC roof slab including parapet comprising with the following course of treatment / specification from bottom to top:- (a) Applying bituminous primer @ 0.40 litre per Sqm over plastered surfaces of roof including parapet surfaces. (b) one layer of APP based polymeric membrane of approved manufacturer, 3 mm thick, weight not less than 3.6 Kgs per Sqm, reinforced with non woven polyester fabric or weight not less 150 gms per sqm. Polymeric membrane shall be taken to a height of 60 cm 9 minimum) and then inserted inside the groove of parapet wall and shall be finished by a membrane flashing, complete all as specified and as directed. Note:- (i)Laying of APP based membrane shall be done by torch on method and as per manufacturer"s instructions. (ii) A minimum overlap of 150 mm and 100 mm should be made in the end and sides of the polymeric membrane respectively and all overlaps and joints are properly sealed as per manufacturer"s instructions. (iii)Applying two coats of Bituminous aluminium paint on top of APP membrane cover including testing on completion complete all as specified and directed.
36Plain solid, straight chowkats and frames of second class hard wood wrought framed rebated on the solid rounded or chamfered, put together with glue pinned at joints Complete all as specified and directed.
37Factory made 35mm thick, 2nd class hard wood , plain framed, panelled shutters, (two panel) with lock rail and, panels shall be of9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneeringon both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated,complete all as specified and as directed.
38Preparation of new wood and wood based surfaces of any description not other wise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of wooden primer complete all specified and directed.
39150mm Handle aluminium anodised complete all as specified.
40300mm long (Length of Bolt in mm) Aluminium alloy, anodised,sliding door bolt with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy complete all as specified.
41100mm Butt hinges(Size of hinges in mm), medium weight, cold rolled, stainless steel complete all as specified.
42200mm long (Length of Bolt in mm) Aluminium anodised,barrel tower bolts of extruded section complete all as specified and directed.
43150mm (Size of Handle in mm) Extruded aluminium alloy handles, fabricated type, anodised and fixed in repairs complete all as specified.
44Supply only chain link MS galvanized fencingsize or type 75mm X 75mm with 4mm dia wire of minimum weight 2.9Kg/Sqm incl line wire and to any type of standard rails standard bolts etc incl binding wire (if minimum weight is not available then contractor has to provide next higher weight without extra cost)
45Fixing only chain link fencing including line wires, any mesh size and type to any type of standard rails, straining bolts etc incl providing binding wire, including taking down old fencing complete all as specifed and as directed by Engineer in Charge.
46Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,in hard/dense soil including removing of surplus soil complete all as specified and directed by Engr-in-charge.
4780 mm thickness, M-35 Grade Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of complete (with grey cement and pigment) over and including 50 mm thick sand cushioning complete all as specified and directed.
48Rolled mild steel Framed work (rolled mild steel Fe - 410-W (Gde-E-250) quality "A") as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steelsheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed.
49Preparation of new steel surfaces of any description not other wise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all specified and directed.
50High tensile galvalume sheets colour coated single skin high rib / multi rib TMP Profile Galvalume sheeting in roof having 1000-1020 mm width 28 mm high crest @ maximum 250 mm pitch (centre to centre) and minimum 190mm manufactured out of 0.50 mm TCT (total coated thickness) cold rolled steel, having yield strength 550MPa minimum and wall coated with 25 micron modified polyester paint system applied on Zincalume on top and with back coating on sheet shall be 7-10 micron epoxy paint. The sheet shall be supplied in length maximum upto 6-12 meters long to suit with structural dimensions and fixed with self tapping screws with built in gasket (with bitumen washer) of suitable size machine fixed as per manufacturer instructions and applying adhesive compound to joint overlap of sheets complete all as specified and directed by Engineer-in-Charge.
51Excavationin trenches n.exe. 1.5 mtr in depth for layingof Pipe lines/ cable trenchesand getting out in hard /dense soil complete all as specified and as directed.
52Removing of excavated materials n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
53Cutting of hard standing/ Road up to 30cm wide and 45cm in depth for laying of pipe line/cable and making good surfaces by using 100mm thickPCC 1:2:4 type B-2 over hard core 150mm thick over rammed earth after laying of pipe line/ cable and removing rubbish outside MD land complete all as specified and as directed.
54PCC 1:2:4 type B-1 using (20mm graded crushed stone aggregate)in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, Benching, kneelers, apex stones, bed plates, kerbs, saucer drain(including finishing top surface of drain even and smooth without using extra cement), water troughs and the like including weathering, slightly rounded or chamfered angles and throating,and similar work including use & waste of necessary form work complete all as specified and as directed.
55Cable XLPE insulated screened PVC bedded galvanized steel strip or wire armoured electric power cable (Heavy duly) with stranded aluminium conductor cross sectional area 10 sqmm 4 core suitable for working on 1100 Volts earthed system, laid in tranches, in floor, in ducts, through pipe or along polecomplete all as specified and directed. Note :- Excavation, earthwork, sand cushioning, PCC protection cover, GI pipe and protection clamps shall be measured and paid for separately.
56Earthing complete with galvanised mild steel earth plate electrode 60cmx60cmx6mm thick buried directly in ground vertically (earth pit not less than 2.25mtr deep below ground level) with top edge of the plate not less than 1.5mtr below normal ground level Galvanised earth plate connected with GI wire 04mm dia by means oflug, bolts, nuts, check nuts, washers of galvanised iron GI protection pipe 15mm bore light grade all as shown in elect plate No 3 of SSR part I - 2009 and connecting to main switch board / Main DB’s including excavation, earth work in any type of strata , salt and charcoal dust mixed and packed 150mm thick around GI earth plate, GI pipemedium grade 20mm nominal bore as watering pipe GI sheet funnel wire mesh, concrete pit, RCC cover 40mm thick in PCC 1:2:4 type B1 duly reinforced with CRS Bars 8mm dia at the rate of 100mm centre to centre both way with 12mm dia lifting handle and pit / chamber constructed 50 cm away from the edge in PCC 1:3:6 type C1, Angle iron 40x40x3mm frame for pit cover including testing on completion complete all as specified and directed.
57Endura pearl plus LED Street light 70 W elegantly designed highly efficient high power LED street light with pressure die cast aluminium housing, with individual LEDs with modular secondary optics IP66 protection complete all as specified and directed. Make : Havells ENDURACITYLINERNEOSL 70WLED75PASYBOTG or its equivalent model of make Philips / CG.
58JETA PRO 70 LED flood light 70W luminaire grey powder coated dire-cast aluminium housing, built in control gear faceted anodised aluminium reflector heat resistant toughened clear glass cover fixed in repair / replacement complete all as specified and directed. Make : Havells JETAPROFL70WLED757LTG or its equivalent model of make Philips / CG.
59Steel tubular swaged poles swan neck type complete with cast iron base plate, finial taper plug, Cap, mild steel bolts, nuts,screw, etc. type 410 SP-31(9.0 meters long) erected in vertical position embedded in PCC foundation including painting with two coats of aluminium paint over a coat of primer and synthetic enamelled paint in alternate white and black strips 30cm wide each up to 1.5 Mtr height from top of coping complete all as specifiedand directed. Note :- Earth work, PCC for foundation and coping shall be measured and paid for separately.
60Cross arms, bracing, stiffeners, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding bending, cold or hot, drilling holes for bolts in any shape or sizeas directed including two coats of aluminium paint (under and finishing coat) over a coat of red oxide primer complete all as specified and directed.
61Cable XLPE insulated screened PVC bedded galvanized steel strip or wire armoured electric power cable (Heavy duly) with stranded aluminium conductor cross sectional area 1.5sqmm 2core suitable for working on 1100 Volts earthed system, laid in tranches, in floor, in ducts, through pipe or along polecomplete all as specified and directed. Note :- Excavation, earthwork, sand cushioning, PCC protection cover, GI pipeshall be measured and paid for separately.
62Hot press moulded SMC junction box 240mm x 130mm x 95mm (inside dimension) fixed with left side hinges and cable terminals with one number 6 Amp SP MCB fixed to pole with clamp nuts,bolts etc complete all as specified anddirected by Engineer-in-charge. Make: Sintex Cat No :- GSJB -2817 or equivalent model of makes specified.
63Astronomical Weekly Programmable Time Switch operating voltage 220 V AC-240 V AC, 50 Hz for street light with encloser box of suitable size along with proper capacity of mcb switch for operating 24 Nos of street light of 72 watt working on principle of automatic calculation of sunrise and sunsetall as directed&specified by engineer -in- charge.
64Making hole for cablein existing LT paneland making arrangement and S&F MCCB 4 pole 415 volt, 63 Amp AC 50 Hz, of breaking capacity 16 KAwith adjustable thermal and fixedmagnetic setting system against over load and short circuit conditions incl neutral adjustment (Ics=100% of Icu)for connecting of LT cable including enclosure box for housingMCCB with all accessories complete all as specified and as directed.
65Unreinforced precast concrete cable cover, ISI marked class LV types 2 flat size 250mm x 150mm x 40mm having minimum average breaking load 200Kg, complying IS:5820-1970 made of concrete used of grade M-20, laid flat in trenches over the cable with the length of concrete cover perpendicular to the direction of the cable length, adjacent / abutting each other complete all as specified.
66Sand cushioning with a layer of sand 8cm thick before laying of cable and 15cm thick after laying of cable in trenches complete all as specified and directed.
67Galvanised tubinglight grade 50 mm nominal bore for passing of cable, fixed to poles / walls / laying under floor/ roads complete with and including fittings, clamps nut boltsas required complete all as specified and as directed.
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