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Tender For corrigendum : installation of obstacle training equipment at cisf unit tld iv ps - earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m. as directed. the item includes necessary trimming the sides of trenches, levelling, dressingand ramming the bottom, bailing out water as required complete.(a) depth of excavation not exceeding 1,500 mm, earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m. as directed. the item includes necessary trimming the sides of trenches, levelling, dressingand ramming the bottom, bailing out water as required complete (b) depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring., cement concrete with graded jhama khoa (30 mm size) excluding shuttering in ground floor and foundation- 1:3:6 proportion, ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant is codes(b) river bazree, m.s. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle,channel sections conforming to is: 226, is: 808 & sp (6)- 1964 connected to one another with bracket,gussets, cleats as per design, direction of engineerincharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding electrodes of approved make and brand conforming to is:814- 2004, haulage, hoisting and erection all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.i) for structural members of specified sections weighing less than 22.5 kg./m, (a) priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc, (a) painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (b) on steel or other metal surface :with other than higloss of approved quality-(iv) two coats (with any shade except white), filling in foundation or plinth by silversand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)(b) do - by fine sand, supply and fixing of manila rope/ monkey rope., reinforcement for reinforced concrete work in all sorts of structures including distribution bars ,stirrups, binders etc. initial straightening and removal of loose rust ( if necessary), cutting to requisite length hooking and bending to correctshape, placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.(a) for works in foundation,basement and upto roof of ground floor/upto 4m) (i)tor steel/mild steel iii. others manufacturers not specified
Tender For inviting rates of jcb per hour tractor trolly per trip tractor trolly rate including hard moorum with jcb excavating per trip and transportation up to 5 km rates of poclain machine per hour including concrete breaking and excavation for financial yea
Tender For civil works (cable trench , earthing pit, metalling & moorum filling ) for 01 nos 5000 kva temporary connection (by 33/11 kv s/s line) for construction of 2x660 mw sctpp cspgcl korba (west ) under ee (city) dn. cspdcl korba.
Tender For for the providing of building materials and execution the work under the work emergency repairs of the structures at the group of monuments, hauz khas, new delhi - material and work, un slacked lime (air tight packing/bass), river coarse sand free from clay, dust, foreign materials, surkhi of 1st class bricks free from clay, dust, foreign materials, belgiri dry, gur/ sheera (air tight packing/bass), gum, san, brick agg. (20 to 25 mm n/s)graded form, brick aggregate (10 to 20mm n/s) graded form, cr stone as per site incharge or site requirement, dq stone as per site incharge or site requirement, brickzira graded form, lakhori brick required size and shape, sun jute, pvc bucket standard size, pvc mug standard size, pvc water tank 500 liters isi marked, pvc pan (tasla), green net, pvc gum boot, pvc pipe 1.5" isi marked, work in progress board with ms angle iron 25x25x5 mm with 1mm ms sheet in both side of writing in hindi & english etc complete, pvc helmet for labour isi marked, safety jacket for labour isi marked, safety belt isi marked, pvc drum 200ltr, tell -tale as per site required, copper dowels (size 6inch), araldite standard epoxy adhesive (resin 1kg + hardener 800g), provision for photo documentation of conservation work before, during & after the execution of work in proper album two set, structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete., providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron y shaped placed 2.4m or 3.00 m apart and with 9 horizontal r.b.t. reinforced barbed wire, stud tied with g.i. staples and g.i. clips to retain horizontal, including necessary bolts or g.i. barbed wire tied to angle iron, all complete as per direction of engineer-in-charge, with reinforced barbed tape(r.b.t.) / spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of m.s. angle, c.c. blocks shall be paid separately){m}, earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge., demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge, dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead dismantling old lime plaster, disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of engineer-in-charge., "providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety feat