Provn Of Fol Store Alomg With Mt Store For Sata Bty, Provn Of Store For Fol For Fd Regt And Spl Repairs To Existing Fencing Of Around The Kote And Militry Transport Area Approx 700 Mtrs Of Hq Inf Div Camp At Dipatoli Mil Stn Provn Of Fol Store Alomg With
Tender Value
32.07 Lakhs
Estimated cost
Bid Submission
16 Nov 2021
0 days left
EMD
64200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dipatoli → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Provn Of Fol Store Alomg With Mt Store For Sata Bty, Provn Of Store For Fol For Fd Regt And Spl Repairs To Existing Fencing Of Around The Kote And Militry Transport Area Approx 700 Mtrs Of Hq Inf Div Camp At Dipatoli Mil Stn Provn Of Fol Store Alomg With Mt Store For Sata Bty, Provn Of Store For Fol For Fd Regt And Spl Repairs To Existing Fencing Of Around The Kote And Militry Transport Area Approx 700 Mtrs Of Hq Inf Div Camp At Dipatoli Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m depth for foundation, n.exc 10 sq.m on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 2 | Removing excavated soil to distance n\"exc 50 mtr and deposited complete all as specified and directed. |
| 3 | Returning/filling in layer n\"exc 25 cm thick including spreading, levelling watering well ramming etc. |
| 4 | M&L PCC (1:4:8) type D-2 using 40mm graded stone aggregatesas in foundation filling mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&LReinforced cement concrete in mix 1:1½:3(using 20mm graded aggregates) in foundations, including rafts, footings, plinth beams etc complete all as specified and directed. |
| 6 | All as per item No 5 above but in Columns, pillars, complete all as specified and directed by Engineer-in-Charge. |
| 7 | All as per item No 5 above but in beams, complete all as specified and directed by Engineer-in-Charge. |
| 8 | All as per item No 5 above but in floor/roof slab, complete all as specified and directed by Engineer-in-Charge. |
| 9 | M&L formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits of foundation and plinth beam, and similar work, vertical or batter work fair finished flat surface of concrete complete all as specified and directed. |
| 10 | All as per item No 9but in columns/post complete all as specified and directed by Engineer-in-Charge. |
| 11 | All as per item No 9 above but insides and soffits of beams, complete all as specified and directed by Engineer-in-Charge. |
| 12 | Formwork to soffits of suspended slabs such asroof slabs, floor slab , etc flat not exceeding 200mm thick fair finished surface complete all as specified and directed. |
| 13 | S&F 10mm dia and over deformed/TMT reinforcement,cut to length bent to shape etc as required incl binding with MS wire annealed not less than 0.90m dia, complete all as specified and directed by Engineer-in-Charge. |
| 14 | -do- all as per item No 13bu t 6 to 8 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 15 | All as per item No 13 above but 8mm dia as in stirrups, complete all as specified and directed by Engineer-in-Charge. |
| 16 | M&L brick work using sub class B brick curved or straight on plan exc 6 mtr mean radius built in cm (1:6), complete all as specified and directed by Engineer-in-Charge. |
| 17 | Supply only liquidwater proofing compound complete all as specified and directed by Engineer-in-Charge. |
| 18 | M&L for roof treatment for Non approachable roof :(i) Rendering 10mm thick in cement mortar (1:3) mixed with liquid waterproofing compound finished the surface fair and even (ii) Applying evenly a coat of bitumen primer @0.30kg/Sqm(iii) Applying APP modified polymeric membrane over the bitumen coat surfaceweight not less than 3.20-3.50Kg/Sqm and over lap 100mm and sealed by torch application as per manufactures instructions(iv) Applying a coat of alumunium paint @200gm/sqm in two coats over polymeric membrane, complete all as specified and directed by Engineer-in-Charge. |
| 19 | M&L moorum/red bajri filling in floors or pavings laid in floors n exc 15cm thick spread ,levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge. |
| 20 | M&L PCC(1:4:8)type D2 using 40mm graded stone aggregate as in sub base 100mm thick complete all as specified and directed by Engineer-in-Charge. |
| 21 | M&L machine cut kota stone slab flooring 18-20mm thick set over and including 15mm thick screed bed in CM(1:6) laid and jointed with grey cement slurry mixed with with pigment to match the shade of the slab including rubbing and polishing with beewax polishing complete all as specified and directed by Engineer-in-Charge. |
| 22 | All as per item No 21 but here-in-before as in skirting set over and including 10mm thick cement plaster in cm 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 23 | M&L 15mm thick rendering in CM 1:6 on brick/concrete surface, finished the surface even andfair complete all as specified and directed by Engineer-in-Charge. |
| 24 | M&L rendering 10 mm thick cement plaster in mix 1:3, on fair faces ofconcrete of ceiling surface complete all as specified and directed, complete all as specified and directed by Engineer-in-Charge. |
| 25 | M&L preparation of newly plastered surfaces and applying 3 coats of white wash on wall, complete all as specified and directed by Engineer-in-Charge. |
| 26 | M&L preparation of newly plastered surfaces and applying two coats of cement base paint on walls all as specified and as directed by Engr-in-Charge. |
| 27 | M&L preparation of newly plastered surfaces and applying 3 coats of white wash on ceiling, complete all as specified and directed by Engineer-in-Charge. |
| 28 | M&L preparing new surface of steel any description not other wise described over 10 cm width or girth and applying two coats ofsynthetic enamel paint over a coat of red oxide complete all as specified and directed by Engineer-in-Charge. |
| 29 | 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 directed by Engineer-in-Charge. |
| 30 | M&L window guard bars fixed independentaly framed guard bars and similar work on conforming to Fe-410 or Fe-310-0 complete all as specified and directed by Engineer-in-Charge. |
| 31 | S&F 3mm thick sheet glass ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L Steel door including projecting type hinges, steelhandle, complete, with glazing bars, dovetailed or welded complete all as specified and directed by Engineer-in-Charge. |
| 33 | M&L PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) 75mm thick as in plinth protection /path etc finished cement concrete surface even and smooth without using extra cement all as specified, complete all as specified and directed by Engineer-in-Charge. |
| 34 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft and loose soil complete all as specified and directed, complete all as specified and directed by Engineer-in-Charge. |
| 35 | S&F machine pressed precast concrete interlocking paver block any shape and size coforming to IS 15658 - 2006 of 60 mm thick using rubber moulded casting with glosy finish with grey cement and pigment M-35 grade of concrete complete including 50 mm sand cushion complete all as specified and directed. |
| 36 | M&L cement concrete type B1,1:2:4 (20 mm graded crushed stone aggregate) as in coping, bed block , water trought and similar works including rounding, chamfered and throating complete all as specified and directed by Engineer-in-Charge. |
| 37 | M &L surface dressing n exc 15 cm deep for soft loose soil. as specified and directed complete all as specified and directed by Engineer-in-Charge. |
| 38 | M &L foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete using Type B1 1:2:4 (20 mm graded aggregate)as specified and directed |
| 39 | All as per item No 38 above but in Columns, pillars, complete all as specified and directed by Engineer-in-Charge. |
| 40 | All as per item No 38 above but in beams complete all as specified and directed by Engineer-in-Charge. |
| 41 | All as per item No 38 above but in floor/roof slab complete all as specified and directed by Engineer-in-Charge. |
| 42 | M & L formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide as specified and directed |
| 43 | M & L brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in using cm (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 44 | M & L for rendering 15 mm thick in cement Mortar (1:4) on the surfacesfair faces of brick work/concrete and finished the surface fair and even complete all as specified and directed by Engineer-in-Charge. |
| 45 | M & L for rendering 15 mm thick in cement Mortar (1:6) on the surfaces other than fair faces of brick work/concrete/and finished the surface fair and even complete as specified and directed |
| 46 | M & L for rendering 10 mm thick in cement Mortar (1:4) on the surfacesof ceiliing and finished the surface fair and even complete as specified and directed |
| 47 | S&Fgalvanised mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm complete all as specified and directed by Engineer-in-Charge. |
| 48 | M & L pressed steel frames 105x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc,complete all as specified and directed by Engineer-in-Charge. |
| 49 | M & L for hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface broken stone or boulder complete all as specified and directed by Engineer-in-Charge. |
| 50 | S&F MS 300mm long sliding door bolt plate type stove enamelled black with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts four on bolt plate and two staple plate complete all as specified and directed by Engineer-in-Charge. |
| 51 | M&L hard core of gauge exc. 63mm BUT N. EXC. 100mm, broken bricks deposited , spread and levelledin layers n. exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. |
| 52 | M&L cement concrete type B-1 (1:2:4) (20mm graded aggregate) 100mm thick complete all as specified and directed by Engineer-in-Charge. |
| 53 | M &L forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound of 100mm thick concrete slab, Grade \"A\"complete all as specified and directed by Engineer-in-Charge. |
| 54 | Excavation over areas n exc 1.5m deep and getting out in soft / loose soil complete all as specified and directed by Engineer-in-Charge. |
| 55 | 100mm thick moroom filling, spreading in each layer, watering, Ramming , Rolling and finishing to required size and shape including earth excavation and lead brought from out side MD land, lead exc 1.50Km but n.exc 5.00Km complete all as specified and directed by Engineer-in-Charge. |
| 56 | M&L for 150mm thick Solling (or sub base) with broken boulders or quarried stones (granite/trap/basalt) interstices filled, surface formed and rolled and consolidated to reqd gradeient and camber with 8 to 10 Tonne power roller complete all as specified and directed by Engineer-in-Charge. |
| 57 | M&L for 150mm thick of water bound macadam in equal layers of 75 mm thick each (compacted thickness) with coarse aggregates of grading 2 spread, rolled and consoliated gradiant and camber with 8 to 10 Tonne power roller complete all as specified and directed by Engineer-in-Charge. |
| 58 | Rolling formation surface of road in cutting with 8-10 tonne power roller incl watering and filling in depressions which occur during rolling complete all as specified and directed by Engineer-in-Charge. |
| 59 | Preparing the black top surfaces of roads by brushing with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clear the surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engineer-in-Charge. |
| 60 | M & L for applying evenly apriming/tack coat with paving bituminous primer @ 10 kg/ 10 Sqm, for carriageway only complete all as specified and directed by Engineer-in-Charge. |
| 61 | M & L for bituminus premixed asphaltic semidansed conc, 40mm consolidated thickness, with 5.50% binnder content(paving bitumen, any penetration ) by weight of total mix ,rolled and compacted to required camber and gradient complete all as specified and directed by Engineer-in-Charge. |
| 62 | Excavatinginpost holes (or similar holes) in soft/loose soil 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, watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed by Engineer-in-Charge. |
| 63 | M&L PCC Type B-2 (1:2:4) using 40 mm graded aggregate in foundation filling and packing of fencing post or other works complete all as specified and directed by Engineer-in-Charge. |
| 64 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed by Engineer-in-Charge. |
| 65 | Supply only Chain link MS galvanisd fencing, any size or type |
| 66 | M&L for mild steel round bars 10mm dia and over, as in chain link fencing cut to length, bent to shape required, including, cranking bending, spirally for hooping ends and binding with mild steel wire (annealed) not leas than 0.9 mm dia or securing with clips quality confirming toFe 410-S or Fe-410-0 as specified. |
| 67 | S&F Flat iron for using in fencing including cut to shape, drilled and counter sunk for screw bolt, including bending and weldingas necessary gusset plates riveting etc, and similar work confirming to Fe-410-0 or Fe 250-0 Gde B complete all as specified and directed by Engineer-in-Charge. |
| 68 | S&F mild steel angle iron as in fencing any type including cutting tops to shape as directed, drilling holes, notching for wire etc and similar work conforming to Fe-290 Gde 165 complete all as specified and directed by Engineer-in-Charge. |
| 69 | Dismantlingposts or struts (Wood, steel or RCC ) any section including taking out embeded portion and making gooddisturbed ground posts embeded inbrick work, masonery complete all as specified and as directed by Engr-in- Charge. |
| 70 | All as per item No 69 but embeded in natural ground complete all as specified and as directed by Engr-in- Charge. |
| 71 | Excavation in post holes or similarholes in soft lloose soil eachnot exc 0.5 Cum getting out ,returning, filling and ramming earth in layers not exceeding 25 cm, watering and removing surplus soil to a distance nexc50 mtr and making good surface complete all as specified and as directed by Engr-in- Charge. |
| 72 | M&L Providing reinforced cement concrete type B-1, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 60 sq.cm but n exc 250 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops complete all as specified and as directed by Engr-in-Charge. |
| 73 | S&F in repair galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type if standard rail s straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staple or steel pins etc complete all as specified and as directed by Engr-in-Charge. |
| 74 | All as per item No 73 above but restrainingresecuring the existing barbed wire including making good staples etc complete all as specified and as directed by Engr-in-Charge.. |
| 75 | Dismantling of fencing wire mesh including tie rods, flat iron etc any type, complete all as specified and directed. |
| 76 | Supplied and fixed mild steel screw bolts 11 to 15mm diameter of shank (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fittedwith washers and haxagonal or squareexe 15 cm and n exc 22.50 cm long complete all as specified and as directed by Engr-in-Charge. |
| 77 | Dismantling wrought iron or mild steel work of any description not otherwise provided for etc complete all as specified and directed. |
| 78 | M&L for applying two coats of white wash on new wall/concrete surfaces including preparation of newly plastered surfaces complete all as specified and as directed by Engr-in-Charge. |
| 79 | All as per item No 78 here in before but one coat of whitewash including preparation of old painted surface |
| 80 | M&L in applying two coats of synthetic enamel paints over a coat of red oxideprimer on steel surfaces but n exc 10 cm width or girth |
| 81 | M&L for point wiring with 1.5 Sq mmsingle corePVC insulated unsheathedcoppermulti stranded conductor in andincludingConcealed PVCconduitof size 20/25mm ISImarked inclusive oftees ,bend ,elbows etc upto and including sunk in Anodized pressed steel box for housing switch socket etc withwhite laminated 2.8mm thick sheet coverof suitable size complete including PVC insulated multi strandedcopper conductor 1.5Sq mm as earth wire to common earth dolly for connection to ceiling rose to earth terminalinclcutting, chasses and makinggooddisturbed surface to match with existing finish with plaster for One light /Fan point controlled by one one way switch complete all as specified and directed at site. |
| 82 | All as per ser item No.81 here-in-before but one 3pin socket out let 5 Amps on the same board |
| 83 | S&FSwitch Piano type single pole 5 amp230 v complete all as specified and directed at site. |
| 84 | S&Fsocket outlet 2 in 1 , 5 pin, 5 amp complete all as specified and directed at site. |
| 85 | S&F ceilingrosesurfacetypeBakelite65x50mmthreeterminals complete all as specified and directed at site. |
| 86 | S&F LEDtube light fitting 1x18/20watt 230 Volt housing extruded aluminiumheat sink,etc complete with all accessories internally pre-wired and inncluding connecting upwith twin core twisted flexible copper conductor cable with suitable size . |
| 87 | Supply and fixMCBDB SPN 4 way double door with metal door suitable forhousing of MCBsgrouting/flush in wall and making good to disturbed surfaces incl fixing material/accessories complete all as specified and directed at site. |
| 88 | S&F MCB SP 240 volt 6 to 32 Amps \"B\" series 10 KA complete all as specified and directed at site. |
| 89 | S&F MCB SPN 240 volt 40 Amps \"B\" Series 10 KA complete all as specified and directed at site. |
| 90 | Earthing complete with GIearth plate electrode 60cm x 60cm x6 mm buried directly in ground verticvally to depth not less than 2.25 mtr below ground level with top edge earth plate at a depth not less than 1.5 mtr below ground level, connected to galvanised earthwire of size 4.00 mmdia by means of nuts, bolts, check nuts, & washers made out of galvanised iron or steel earth wire protected by galvanised iron pipe 20mm bore (medium grade) and connected to main switch board or main control board as directed and including concrete pit in PCC (1:3:6) type C1 pre-cast RCC cover slab 30cm x 30 cm x 10cm with one handle for lifting made out of 8mm dia MS bar, funnel wire mesh, 20mm bore galvanised iron pipe (medium grade) for watering charcoal or coke and salt in alternate layers, necessary excavation and earth work in hard/dense soil complete all other accessories as shown on electrical plate No 3 of MES Sch Pt-I all as specified and directed. |
| 91 | M&L for Sand filling in cable trenches for cable protection with clean dry sand unwashed incl gently punning, complete. |
| 92 | M& L for Bricks Sub class \"B\" kiln burnt, well burnt,laid asin trenches/cable cover/protection, complete. |
| 93 | Supply,laying in trench/on walls with new saddles & clamps etc as per site requirement),jointing,testing andcommissioning with new XLPE insulated,armoured,heavy duty,PVC sheathed electric cable with aluminium conductor,1100 volts grade connecting towith new cable aluminium lug andcable glandsof cross sectional area 10sqmm 2 coreall as directed at site |
| 94 | Boring of holes under road/hard standing or any other situation by manual mean for passing GI pipe 40mm bore grade and making good both the ends complete all as specified and directed at site. |
| 95 | S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to I.S. 1161-1998 |
AI Tender Summary
Tender Timeline
Oct 28, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
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