}

Tender For Additional / Alternator To Security Post In The Area Of Age Br I At Rms, rangapahar-Nagaland

Statutory Bodies & Commissions/Committees has published Tender For Additional / Alternator To Security Post In The Area Of Age Br I At Rms. Submission Date for this Tender is 21-11-2024. Wrenches and Drivers Tenders in rangapahar Nagaland. Bidders can get complete Tender details and download the document.




Tender Notice

46020280
Tender For Additional / Alternator To Security Post In The Area Of Age Br I At Rms
Open Tender
Indian
Nagaland
Rangapahar
21-11-2024

Tender Documents

Tender Details

Tender For Additional / Alternator To Security Post In The Area Of Age Br I At Rms; 1 Demolition of plain cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) etc complete all as specified and dir by Engr-in-Charge. 2 Demolition of brick workor stone/boulder masonary built in cement mortar or cement lime mortar including all quoins, arches etc complete all as specified and dir by Engr-in-Charge 3 Dismantling of wrought iron or mild steel work of any description etc complete all as specified and directed. 4 Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings etc complete all as specified and directed. 5 Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc complete all as specified and as directed. 6 Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil etc complete all as specified & directed by Engr-in-Charge. 7 Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable/ pipe line etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft and loose soil etc complete all as specified and directed. 8 Excavation over area n.exc 1.5 m deep and getting out as in soft/loose soil etc complete all as specified and dir by Engr-in-Charge. 9 Excavation over area exc 1.5m butexc 1.5 n.exc 3.00 m deep and getting out as in soft soil etc complete all as specified and dir by Engr-in-Charge. 10 Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface in soft/ loose soil etc complete all as specified and directed. 11 M & L for PCC (1:2:4) type B-2(using 40mm graded stone agg) as in foundation filling and mass concrete etc complete all as specified and dir by Engr-in-Charge. 12 M & L for PCC (1:3:6) type C-2(using 40mm graded stone agg) as in foundation filling and mass concrete etc complete all as specified and dir by Engr-in-Charge. 13 M & L for PCC (1:2:4) type B-1 (using 20mm graded stone agg)as in bond stone incl necessary form work and set in CM (1:6) etc complete all as specified and dir by Engr-in-Charge. 14 M & Lcement concrete type D-2, (1:4:8), using 40mm graded stone aggregate as in foundation, filling as mass concrete etc. complete all as specified and directed. 15 M&L for PCC (1:3:6) type C-2 (using 40mm graded stone agg) 75mm thick as in sub base, surface finished even and rough etc complete all as specified and as directed. 16 M&L for cement concrete type B-0 (1:2:4) (using 12.5 mm graded stone agg) as in coping incl necessary form work etc complete all as specified and directed. 17 M&L for cement concrete type C-1 (1:3:6) (using 20 mm graded stone agg) as in coping incl necessary form work etc complete all as specified and directed. 18 M&L for cement concrete type C-1 (1:3:6) (using 20 mm graded stone agg) as in surface channels and drains etc complete all as specified and directed. 19 M&L forborken brick hardcore of gauge n.exc 63mm deposited, spread and leveled in layers not exc 15cm thick, watered and rammed to true surface etc complete all as specified and dir by Engr-in-Charge. 20 M&L for hardcore (broken stone) of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammmed to a true surface etc complete all as specified & directed by Engr-in-Charge. 21 M&L forstone coarse agg for back filling media of retaining wall/ gabion wall, size of 40mm to 80mm in 300mm thick layers etc complete all as specified and directed. 22 M&L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Gradelaid, jointed with grey cement and no pigment complete all as specified including preperation of formation bed over 25 mm thick sand cusion and pointed in colour cement mortar 1:3 etc complete all as specified and directed. 23 M & L for heavy duty full body vitrified digital paving tiles 300 x 300 x 10 mm with pigment set and jointed in neat cement slurry and pointed in coloured cement to match the shade of tiles, laid over & incl 15mm thick screed bed in CM (1:6) etc complete all as specified and directed. 24 M & L for RCC M-25 design mix (using 20 mm graded granite stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed. 25 M & L for RCC M-25 design mix (using 20 mm graded granite stone aggregate) as in columns, pillar, piers, posts & structures etc complete all as specified and directed. 26 M & L for RCC M-25 design mix (using 20 mm graded granite stone aggregate) as in beams, cantilivers bressumers, limited over 1.5 m spam etc complete all as specified and directed. 27 M & L for RCC M-25 design mix (using 20 mm graded granite stone aggregate) as in labs suported on walls, beams & columns, roots, landing, balconies, canoies, deck slab in shelves & the like etc complete all as specified and directed. 28 M & L for cement concrete M-25 design mix using 20mm aggrigate, in chajjas etc complete all as specified and directed. 29 Use and waste for formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work;vertical or to batter etc complete all as specified and directed. 30 Use & waste of formwork for Formwork to sides of pillars, posts, struts, piers, columns and stanchions all as directed by Engr-in-Charge. 31 Form work to sides and soffits of roof beams, lintels cantilevers etc complete all as specified and as directed . 32 Use & waste of formwork to chullah hoods, chajjas, troughs and similar items incl edges etc complete all as specified and dir by Engr-in-Charge. 33 M&L for form work with fair finished to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work nexc 200mm thick (horizontal or sloping) etc complete all as specified and directed. 34 M&L for Brickwork with subclass ‘B’ old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) etc complete all as specified and directed. 35 M&L for random rubble uncoursed stone walling well bounded, bedded and solidly hearted built in cement mortar (1:4), etc complete all as specified and directed. 36 M&L for raised pointing to random rubble uncoursed stone masonry in CM (1:4) etc complete all as specified and directed. 37 M&L for 15 mm thick rendering in CM (1:4)of cement finished fair faces of brick/concrete surfaces even and fair without using extra cement etc complete all as specified and directed. 38 M&L for 10 mm thick rendering in CM (1:6)of cement finished fair faces of brick/concrete surfaces even and fair without using extra cement etc complete all as specified and directed. 39 M&L for 5 mm thick rendering in CM (1:3)of cement finished fair faces of brick/concrete surfaces even and fair without using extra cement as in celing etc complete all as specified and directed. 40 M&L for APP based polymeric membrane minimum weighing 3kdg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt not less than 150 grms/ sqm) land on primed surface by forced application etc complete all as specified and directed. 41 S&FPlain, solid straight chowkat and frames, wrought, framedrebated on the solid, rounded or chamfred put together with glue pinned at joints , supplied and fixed in 2nd class hard wood etc complete all as specified and directed. 42 M&L for 30mm thick 2nd class hardwood, factory made plain framed pannelled shutter (any number of panels) with panels of timber flat on both sides or of veneered particle board medium density , wood particle board with commercial face veneers , supplied and fitted to chowkats cetc complete all as specified & directed by Engr-in-Charge. 43 S&F anodised aluminium powder coated any colour frame for doors, windows, grills, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified 44 S&F anodised aluminium window andventilator shutters, side hung/sliding type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips,rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified & directed. 45 S&F Sheet glass 4.8mm thick clear/sun shade colour glass, ordinary quality and glazing with oil putty in squares n exceeding 0.5sqm in each pane etc complete all as specified and directed. 46 M&L for PCC (1:2:4) type B-2 100mm thick (using 40mmgraded stone agg) as in floor, finishing surfaces of concrete topping even and fair (without using extra cement) of floor etc complete all as specified and as directed. 47 M&L for Granite (of any type) tiles 18-20mm thick as in platform thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigmentto match the shade of granite stone including grinding and polishing with nosing over 20 mm screed bed in CM 1:4 complete all as directed by Engr-in-Charge. 48 M&L for coloured Non - skid Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over and including 15mm thick CM (1:6) screed bed etc complete all as specified and directed. 49 M&L for coloured Non - skid Ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm as skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over and including 10mm thick CM (1:3) screed bed etc complete all as specified and directed. 50 M&L for vitrified dark shade ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles exc 0.36 sqm but not exceeding 0.42 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over and includingscreed bed or bedding layer of mortar 15 mm thick in CM (1:6)for laying floor finishes etc complete all as specified and directed. 51 M&L for preparation of new plastered surfaces and applying two coats ofcement base paint of approved shade on walls including coat of primerall as specified & directedby Engineer-in-Charge 52 M&L for applying two coats of oil bound distemper on new plastered surfaces of walls plastered incl preparation of surface complete all as specified and directed 53 M&L forpreparation of new plastered surface of ceiling and applying three coats of white wash etc complete all as specified and directed 54 M&L for applying two coats of plastic emulsion over a coat of primer on new plastered surfaces of walls incl preparation of surface complete all as specified and directed 55 M&L for TMT bars of 10mm dia and over, dia cut to length bent to shape required including cranking bending spirally, hooking ends and binding with mild steel wire not less than 0.9 mm dia(annealed) complete all as specified and directedby Engr-in-Charge. 56 All as per Ser item No 55.00 (here-in-before) but 10mm dia as in stirrups, spacers and binders etc complete all as specified and as directed . 57 S&F Fe 410w (Gde E-250 quality only) Framed work as in doors or gates of angle or other section with gusset plates, rials braces, etc, complete, drilled for fixing of steel sheeting or other covering. Doors, etc to pe prepared for hanging or sliding with and incl either hooks and hinges or steel haging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing etc complete as specified and as directed . 58 S&F 1.25mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, hole puched; incl round headed screws cout nails or rivet and fixed to wood or steel framing plain 40mm lap jhoint with riveted or welded seams, incl bending or truning up, mitre angles etc complete as specified and as directed . 59 S&Fsteelworkintubulartrusses, post, purlinsincludingspecialshapedwasheretc.CompleteusingERWorinductionbuttweldedtubesconformingtoIS1161-1979gradest-240complete all as specified and directed by Engineer - in – Charge 60 M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. conforming to Fe 410 -W (Gde-E- 250) quality-A etc complete all as specified and directed. 61 S&F2mm thick Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc complete all as specified and directed. 62 M&L for Preparation ofnew steel surface & applying two coats of synthetic enamel paint over one coat of red oxide,zinc chrome primer on newly prepared steel surface of any description,over 10cm width or girth,not other wise describedall as specified and directed by Engr-in-Charge. 63 M&L for Preparing new wooden surface and applying two coats of synthetic enamel paint over a coat of pinkprimer complete all as specified and as directed. 64 S&F 300 mm long 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 and fixed etc complete all as specified and directed 65 S & F floor door stopper of aluminium alloy body and tongue, anodised wit hard drawn steel spring, fixed in floor, overall length of cover plate 150mm etc complete all as specified and as directed . 66 Supply & FixingextrudedAluminium alloayhandles, fabricatedtype, anodised 200mm etc complete all as specified and as directed. 67 S&F 200 mm long Aluminium, anodised, barrel tower bolts of extruded section and fixed etc complete all as specified and directed. 68 M&L for Pavement quality concrete (PQC) of minimum 28 dyas field flexural stregnth of 45Kg/Sqcm of 4.5 Mpa, aggreate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porus and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circularvirgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron,minimum melting temperature as 240 ̊C and minimium tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minumm 7.50m width, incl curing and tining by Texturing cum curing machine complete as specified and directed. Required surface texturing to be done as specified in clause 10. 1.14 and Tabl-9 of IRC 15-2017. 69 Returning filling in soft/loose soil including spreading levelling watering and well ramming in layers not exc 25 cm complete all as specified and as directed. 70 Removing excavated material (soil) n exc 100 m and depositing where directed at a level n exc 1.50m above the starting point complete all as specified and as directed. 71 S&F in repair 110mm PVC (SWR) pipes single socketed in any length with rubber ring joints laid in floor/ weep holes and similar work etc complete all as specified and directed. 72 Supply and fixing Supply and fixing LED flood light 210 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp bracket, hanging arreangemnts all as specified and directed by Engr-inCharge. 73 Supply and fixing of MCB SP 5 to 32 Amp rating 240V, 10KA C curve and current carrying capacity in the MCB DB complete with connection testing and commissioning complete all as specified and as directed. 74 Supply and fixing MCB SPN 32 amp rating 240V, 10KA C curve and current carrying capacity in the MCB DB complete with connection testing and commissioning complete all as specified and as directed. Make:- Legrand Cat No 607711 or equivalent in ABB/Siemens 75 M&L for MCB Distribution board double door type SPN 4 way, sheet steel, powder coated, with200 amp rated copper bus bar neutral link & earth bar etc. and fixing MCBs of various rating capacity complete all as specified and as directed. Make:- Legrand Cat No 607711 or equivalent in ABB/Siemens 76 M&L for sub main wiring with two runs of2.5 Sq mm and one run of 2.5 Sq mm for earth wire with multi standard copper conductors, 1100 volts grade, drawn throughand including PVC double locked Casing & caping/Conduit pipe including complete all as specified and as directed. NOTE:- Two runs of 2.5 Sq mm + one run of 2.5 Sq mm and one run of PVC casing & capping and its accessories of suitable size shall be measured as one unit length. Make:- Richa/RR Kabel/FinolexMake of caping/casing & PVC boxes :- Prestoplast/Finolex/supreme/Richa 77 M&L for rigid non-metallic PVC conduit (Heay duty) of size 32mm exclusive of boxes (junction/ terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc. 78 Dismantling existing OH lines from existing poles, HT OH ACSR conductor 11 KV grade all as specified and as directed. 79 Dismantling of unserviceable steel tubular pole any size upto 11/ 9 mtr long including breaking up PCC and making good disturbed surface and removing materials from site of work complete all as specified and as directed. 80 Dismantling of cross-arms of MS channels or angle section etc and setting aside serviceable materials for reuse and removing unserviceable materials from site of work complete all as specified and as directed. 81 Dismantling of insulator of any size/ type and setting aside the serviceable insulator for re-use at site and removing unserviceable insulators from site of work complete all as specified and as directed. 82 Dismantling of stay assembly embedded in concrete including demolition of concrete etc and removing unserviceable materials from site of work complete all as specified and as directed. 83 M & L for Stay assembly complete with all accessories as shown in electrical plate No. 1 of SSR Part-I by using 20mm dia stay rod complete all as specified and as directed. Note: loop type insulator, stay clamps, stay strand, excavation and concrete shall be measured and paid separately under relevant item of schedule. 84 M & L for galvanised stay strand, size 7/ 3.15mm including taking down old unsv material complete all as specified and as directed. 85 M&L for laying brick sub class B old size burnt bricks for cable protection of size 230mmx115mmx75mm complete all as specified and as directed 86 Materials and labour for sand filling around the cable with approved quality coarse sand for sand cushioning of Under ground cableincludingspreading and punning down to requirred thickness complete all as specified and as directed. (Note: Thickness of sand cushioning after punning down shall be measured for payment purpose) 87 Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured,electric power cables (heavy duty) withaluminium conductor, 11 KV Earthed, grade cross sectional area 95 sqmm 3 Core complete all as specified and as directed.Note : Earth work, brick protection and sand cushioning and GI Pipe will be measured and paid separately under respective item. 88 Supply and laying under ground XLPE insulated PVC sheathed (Heavy duty) armoured 1100 volts grade aluminium conductor cable of size 16 Sqmm 2 core laid in trenches or fixed to wall / pole / ceiling as per IS 7098 (Part I) including connection cable glands, aluminium lugs etccomplete all as specified and as directed.Note : Earth work, brick protection and sand cushioning and GI Pipe will be measured and paid separately under respective item. 89 Supply and laying under ground XLPE insulated PVC sheathed (Heavy duty) armoured 1100 volts grade aluminium conductor cable of size 185 Sqmm 3.5 core laid in trenches or fixed to wall / pole / ceiling as per IS 7098 (Part I) including connection cable glands, aluminium lugs etccomplete all as specified and as directed.Note : Earth work, brick protection and sand cushioning and GI Pipe will be measured and paid separately under respective item. 90 Supply & laying tubes light grade galvanised, with all fittings, fixed complete to walls, poles, ceilings or laid in floors/ trenches/ road crossing for protection of cables of size 50 mm dia bore including taking down corroded GI tubing complete all as specified and as directed. 91 Supply & laying tubes light grade galvanised, with all fittings, fixed complete to walls, poles, ceilings or laid in floors/ trenches/ road crossing for protection of cables of size 80 mm dia bore including taking down corroded GI tubing complete all as specified and as directed. 92 Supply, fixing and testing heat shrinkable type end termination cable jointing kit, outdoor type suitable for XLPE insulated cable, 50 to 95Sqmm size 3 core, 11 KV, as fixed in repairs complete all as specified and as directed. 93 Material & labour for cutting/ digging of existing Hard surface of cement concreet/Bituminous road of size not less than 45 cm in width and 20 cm deep for laying of GI/CI pipe& making good to the disturbed surfaces by providing PCC or same material after laying of pipe line and returning filling of soil complete all as specified and as directed. 94 Supply and fixing for HDPE pipe 100mm Dia using road crossing complete all as specified and as directed.

Key Value

Document Fees
INR 500 /-
EMD
INR 71520.0 /-
Tender Value
INR 35.76 Lakhs /-

Attachment

FileName File Description File Size
Click here to download tender document Tender Notice 0 KB
Click here to download tender document Tender Document 0 KB
Click here to download tender document Tender Document 0 KB
Click here to download tender document Tender Document 0 KB
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.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail