Tender For Repair/Maintenance Of Certain B/R Wks In E/M Installations And Repair/Maintenance Of Lt Ug Cable And Connected Items At Mil Stn Lekhapani Under Ge Dinjan No.2
Tender Value
29.95 Lakhs
Estimated cost
Bid Submission
27 Nov 2026
20 days left
EMD
59900
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tinsukia → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Maintenance Of Certain B/R Wks In E/M Installations And Repair/Maintenance Of Lt Ug Cable And Connected Items At Mil Stn Lekhapani Under Ge Dinjan No.2
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling timber scantlings in unframed timber work 40 sq.cm and over in section, in any position complete all as specified and as directed by Engineer in Charge. |
| 2 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer in Charge. |
| 3 | Dismantling of plain or corrugated steel sheeting any guage, thickness including Nanital or similar pattern roof coverings complete all as specified and as directed by Engineer in Charge. |
| 4 | M&L for pre-painted hot dip aluminium-zinc alloy metallic coated corrugated steel sheet, any pattern corresponding to IS15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ 150, 0.50mm thick of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor complete all as specified and as directed by Engineer in Charge. |
| 5 | M&L for hot dip aluminium-zinc alloy metallic coated plain steel sheet as per IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ 150, 0.50mm thick of an approved colour and having yield strength of 550MPa as in ridge/valley/gutter/eaves/(Note : for Making \\" C\\" Shape size 150x150x150mm Drain on roof Sheet slop both side for rainwater Management) boardings fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor complete all as specified and as directed by Engineer in Charge. |
| 6 | S& F in repair wire netting of stainless (size of mess is 25 mm) steel wire 1.4mm dia fixed with tinned tacks of stainless steel wire staples complete all as specified and as directed by Engineer in Charge. |
| 7 | Demolition of unreinforced cement concrete in ground floors and pavings n. exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer in Charge. |
| 8 | M&L for PCC 1:2:4 Type B2 (using 12.5 mm graded aggregate) as in mass concrete for hume pipe foundations, filling and mass concrete complete all as specified and as directed by Engineer in Charge. |
| 9 | S& F Mild steel angle Iron hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 .(As per TD Drg No CESZTD/112) complete all as specified and as directed by Engineer in Charge. |
| 10 | S&F 12mm dia mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified and as directed by Engineer in Charge. |
| 11 | M&L for preparation of new or previously un treated steel surfaces, over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over red oxide primer complete all as specified and as directed by Engineer in Charge. |
| 12 | M&L for preparation of Old steel surfaces, over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over red oxide primer complete all as specified and as directed by Engineer in Charge. |
| 13 | Supply & Fixing mild Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade St.-240 complete all as specified and as directed by Engineer in Charge. |
| 14 | S&F for rolled mild steel Plates (plain or chequred) channels, square cut or notched (ordinary and counter sunk) forming holes, with out any attachment conforming to Fe:410-W(Gde-E-250) quality-A complete all as specified and as directed by Engineer in Charge. |
| 15 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water & removal of debris off the premises etc. complete all as specified and as directed by Engineer in Charge. |
| 16 | M&L for rendering 15mm thick in CM 1:4 and finished fair and even complete all as specified and as directed by Engineer in Charge. |
| 17 | M&L for rendering 10.mm thick plaster in cm 1:6 on fair faces of brick work or concrete surfaces including finishing top even and smooth without using extra cement complete all as specified and as directed by Engineer in Charge. |
| 18 | M&L Prepration of newly plastered surface of wall and applying two coat of cement base paint complete all as specified and as directed by Engineer in Charge. |
| 19 | M&L for preparation of new plastered surfaces of wall and applying three coat of white wash complete all as specified and as directed by Engineer in Charge. |
| 20 | M&L Prepration of Old plastered surface of wall and applying two coat of cement base paint complete all as specified and as directed by Engineer in Charge. |
| 21 | M&L for preparation of Old plastered surfaces of wall and applying three coat of white wash complete all as specified and as directed by Engineer in Charge. |
| 22 | Taking down chowkat or frame with shutters (without taking off shutters from the frame) not exceeding 1.5 sqm each and making good to disturbed surfaces complete all as specified and as directed by Engineer in Charge. |
| 23 | Taking down chowkats or frames with shutters(without taking off shutters from the frames) exc 1.5 Sqm but n.exc 4 Sqm each and removing to or from store complete all as specified and as directed by Engineer in Charge. |
| 24 | S&F Solid PVC door frame of size 50mm x 47mm made out of 5mm wood grain printed PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing complete all as specified and as directed by Engineer in Charge. |
| 25 | S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded wood grai printed PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and wood grain printed PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of wood grain printed PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawingcomplete all as specified and as directed by Engineer in Charge. |
| 26 | S&F 30 mm thick, Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides & fixed to chowkats complete all as specified and as directed by Engineer in Charge. |
| 27 | S&F Steel windows with side hung shutters including box type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and as directed by Engineer in Charge. |
| 28 | S&F 4mm thick sheet glass, ordinary quality and glazing with oil putty in squares n exc 0.5sq. m in each pane complete all as specified and as directed by Engineer in Charge. |
| 29 | M&L for Pressed steel frames (105 x 60) for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete all as specified and as directed by Engineer in Charge. |
| 30 | S&F 150 mm size, aluminium anodised , barrel tower bolts of extruded section & fixed complete all as specified and as directed by Engineer in Charge. |
| 31 | S&F 250mm length of bolt, aluminium alloy, anodized, 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 and as directed by Engineer in Charge. |
| 32 | S&F 150mm size aluminium handles, cast type, anodized and fixed complete all as specified and as directed by Engineer in Charge. |
| 33 | M&L preparing new wood & wood based surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer in Charge. |
| 34 | S & F stainless steel butt hinge 100 mm cold rolled medium weight mild steel complete all as specified and as directed by Engineer in Charge. |
| 35 | M&L for plain cement concrete (1:3:6), type C-1, (using 20mm graded crushed stone aggregates) as in bed block, blocks for holdfasts, filling in pressed steel door frames , benching slightly rounded or chamfered angles & throating etc including necessary use & waste of form work complete all as specified and as directed by Engineer in Charge.. |
| 36 | Hacking out old broken glass (any thickness, size, quality or description), from wooden frames, glazed with putty or fixed with beads complete all as specified and as directed by Engineer in Charge. |
| 37 | S&F 2.5mm to 3mm thick PVC transparent window panes ordinary quality and glazing with oil putty / wooden beads as required in squares n exc 0.5sq. m in each pane complete all as specified and as directed by Engineer in Charge. |
| 38 | S&F 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 of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer in Charge. |
| 39 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in Charge. |
| 40 | M & L for Plain cement concrete Type C1 1:3:6 (using 20mm graded stone aggregate) as in foundation concrete drain and surface channels etc complete all as specified and as directed by Engineer in Charge. |
| 41 | M&L for PCC 40mm type B1 (1:2:4) using 20mm aggregates in floors, finished even and smooth, using extra cement complete all as specified and as directed by Engineer in Charge. |
| 42 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc, laid dry or laid dry and pointed complete all as specified and as directed by Engineer in Charge. |
| 43 | Material & Labour for 75mm thick plain cement concrete (1:3:6), type C-2, (using 40mm graded stone aggregates) in path/Paving complete all as specified and as directed by Engineer in Charge. |
| 44 | M&L Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ layingof inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer in Charge.. |
| 45 | S&F in repairs, fancy type15mm dia long body Bib taps cast copper alloy, chromium plated screwed down to iron pipe or for brass ferrule & fixed complete all as specified and as directed by Engineer in Charge. |
| 46 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar facings, dressed stone work & precast concrete articles complete all as specified and as directed by Engineer in Charge. |
| 47 | M&L for brick work with sub class old size 'B' bricks, straight or curved on plan to any radius, built in cement mortar 1:4 as in half brick thick walls complete as specified and directed.( Note : Brick Work for Gap filling between Roof Sheet and Wall up to 6 to 8 Mtr Height.The Rate quoted shall be inclusive of necessary scaffolding upto double storied bldg. ) complete all as specified and as directed by Engineer in Charge. |
| 48 | Taking down existing treatment of any description and any layer from roof including scraping and roughening old by picking, sweeping clan and washing down complete all as specified and as directed by Engineer in Charge. |
| 49 | M & L for rendering 15mm thick cement mortar 1:4 over Roof mixed with water proofing compound @ 3% weight of cement or manufacturer instruction finished even and smooth complete all as specified and as directed by Engineer in Charge. |
| 50 | M & L for applying APP modified bituminous water proofing membrane with polyester reinforcement and plain finish of 3 mm thick (not less than 3.8 kg/ sqm ± 5 % per sqm) consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25° C, 0.87-0.89 kg/ litre and viscosity 70-160 cps over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc. and including applying bituminous aluminium paint @ 0.125 Kg / sqm on finished APP surface complete all as specified and as directed by Engineer in Charge. |
| 51 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises all complete all as specified and as directed by Engineer in Charge. |
| 52 | M & L for Chequred cement corcrete tile 20cm x 20xm x 25 mm thick with grey cement and pigments, set, jointed and pointed in grey cement slurry and pigments in floor laid over and incl 15mm thick screed bed or bedding layer in CM(1:6) complete all as specified and as directed by Engineer in Charge. |
| 53 | Taking down existing unserviceable rolling shutter any description exc 2 sqm each complete of any size and any type and removing from site complete all as specified and as directed by Engineer in Charge. |
| 54 | S&F 1mm thick laths Steel rolling shutters, with out ball bearing, as specified including top cover,guide rail, top anchoring rod/Roller shaft ,Cheek Plates/bracket,Pulley, spring, hasp and staple and one shop coat of primer; erected in position as indicated, complete: gear operated type with bevel gear box and crank handle complete all as specified as per directed by Engr-in charge |
| 55 | S & F suitable size steel ball bearing for smooth functioning of old rolling shutter complete all as specified and as directed by Engineer in Charge. |
| 56 | S&F Safety lever locks mild Steel with 4 levers for rolling shutter complete all as specified and as directed by Engineer in Charge. |
| 57 | Taking down existing unserviceable collapsible gate/ Shutter complete of any size and any type and removing from site complete all as specified and as directed by Engineer in Charge. |
| 58 | S& F Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with holdfasts and brackets,complete all as specified and as directed by Engineer in Charge. |
| 59 | M&L Antitermite treatmanet treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and as directed by Engineer in Charge. |
| 60 | M&L Antitermite treatmanet Treating 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 as directed by Engineer in Charge. |
| 61 | M&L taking down existing plaster at the junction of chajjas and wall over window chajja width not exc 60 CM and applying 15mm thick cement plaster in CM 1:4 mixed with WPC of Pidilite 101 of 200ML for 50 Kg of cement and applying two coats of Cement Base Paint with and including necessary preparation to match with the existing shade.Note : The Rate quoted shall be inclusive of necessary scaffolding upto double storied bldg. |
| 62 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr depth for taking out/for laying under ground cables/pipes etc and getting out any type soil complete all as specified and as directed by Engineer in Charge. |
| 63 | Returning filling in including spreading, levelling, watering and well ramming in layers n-exc 25 cm complete all as specified and as directed by Engineer in Charge. |
| 64 | Removing excavated soil to a distance n-exc 50 mtr and depositing where directed at a level n-exc 1.5 mtr above the starting point complete all as specified and as directed by Engineer in Charge. |
| 65 | Supply and spreading fine river sand in trenches for cushioning of under ground cable/filling cable ducts complete all as specified and as directed by Engineer in Charge.Note : - Only punned thickness shall be measured for payment purpose |
| 66 | Supply and lay burnt brick sub class ‘B’ of standard size laid in trenches as protection to cables complete all as specified and as directed by Engineer in Charge. |
| 67 | M&L for laying of double wall corrugated HDPE pipe alongwith its fittings for jointing of pipe in trench for cable protection of 40mm dia complete all as specified and as directed by Engineer in Charge. |
| 68 | Boring of holes under road, pavement, hard standing by trenchless technology technique for 40-80 mm dia pipe all as specified and as directed by Engineer-in-Charge. |
| 69 | Supply and fixing GI pipe light grade for cable protection , laid in trenches or fixed on pole/wall for passing LT cables of sizes 80 mm dia including taking out old rusted pipe complete all as specified and as directed by Engineer in Charge. |
| 70 | Description all as per Item No 69 here in before but 40 mm dia complete all as specified and as directed by Engineer in Charge. |
| 71 | M&L for PVC Flexible suction hose pipe (light grade), laid in trenches, under coping, bend or fixing on wall/pole/crossing nallah etc of 40mm bore, complete all as specified and as directed by Engineer in Charge. |
| 72 | Taking down old unserviceable service cable/PVC wire, twin core of any size removal from site complete all as specified and as directed by Engineer in Charge.. |
| 73 | Dismantling ACSR conductors from the disturbed span including jumper, removing the binding from insulator, of any size for LT OH Line/ structures, etc complete all as specified and as directed by Engineer in Charge. |
| 74 | Dismantling/taking down old unserviceable cross arms, bracings, support, clamp including nuts, bolts and washers complete all as specified and as directed by Engineer in Charge.. |
| 75 | Dismantling insulators any type, any size complete all as specified and as directed by Engineer in Charge. |
| 76 | M&L for steel tubular swaged poles complete with cast iron base plate, final taper plug, bolts, nuts and screws as specified type 410 SP- 31, 9 metre long including erection, painting with two coat of synthetic enamel paint over a coat of red oxide or primer complete including taking down old unserviceable complete all as specified and as directed by Engineer in Charge.. (Note Excavation earth work and PCC paid and measured seperately) |
| 77 | Supply, laying & testing insulated XLPE UG cable 1100 volts grade, armoured heavy duty confirming to relevant IS specifcations with aluminum conductor of size 150 sq mm 3.5 core complete all as specified and as directed by Engineer in Charge. |
| 78 | Description all as per Item No 77 here in before but 95 sq mm 3.5 core |
| 79 | Description all as per Item No 77 here in before but 50 sq mm 3.5 core |
| 80 | Description all as per Item No 77 here in before but 25 sq mm 3.5 core |
| 81 | Description all as per Item No 77 here in before but 16 sq mm 4.0 core |
| 82 | Description all as per Item No 77 here in before but 16 sq mm 2.0 core |
| 83 | Description all as per Item No 77 here in before but 10 sq mm 2.0 core |
| 84 | Description all as per Item No 77 here in before but 6 sq mm 2.0 core |
| 85 | M&L straight through joints (heat shrinkable type) cable joint kit including jointing materials for making joints of UG electric cable 1100 volt grade heavy duty with PVC/XLPE insulated aluminium conductor nominal cross sectional area 10/16 to 25 sqmm 3.5/4.0 core and testing complete all as specified and as directed by Engineer in Charge. |
| 86 | M&L straight through joints (heat shrinkable type) cable joint kit including jointing materials for making joints of UG electric cable 1100 volt grade heavy duty with PVC/XLPE insulated aluminium conductor nominal cross sectional area 50 to 95 sqmm 3.5 core and testing complete all as specified and as directed by Engineer in Charge. |
| 87 | M&L for plain cement concrete type C1 (1:3:6) using 20 mm graded stone aggregate as in coping of pole/ any floor/path including necessary form work and finishing exposed surface/white washing complete all as specified and as directed by Engineer in Charge. |
| 88 | Supply and fixing thermo plastic cable terminal box of size not less then 167x125x82mm with Cable Gland /terminals with locking arrangments including necessary mounting arrangement of any steel tubular/RCC poles with suitable size of clamps nuts bolts washer etc. fixed with poles including one single pole MCB of capacity 6-32A and PVC connector for cable termination complete all as specified and as directed by Engineer in Charge. |
| 89 | Supply & fixing wheather proof copper three core cable of size 1.5 Sqmm drawn in and including UPVC conduit medium grade fixed to pole/wall with suitable size clamps or fixing accessories complete all as specified and as directed by Engineer in Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysDec 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 28 daysTender Documents
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