Military Engineer Services-MES has published Tender For Provision Of Control Room With Galvanized Sheet Near Bldg No 82 With Two Inspection Window To View Operation Of Bump Testing Machine. Submission Date for this Tender is 04-05-2024. Testing Machine Tenders in jabalpur Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 27-Apr-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 04-05-2024 |
| FileName | File Description | File Size |
| 16b31d81-1f0e-449b-ab20-0bed5e4e71d3.html | Tender Notice | 0 KB |
| BOQ_727574.xls | Tender Document | 0 KB |
| Tenderdocus.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Carrying out ground water survey to locate and identify suitable site (point) for potable and good yieldwater by any government approved departments complete all as directed. |
| 2 | Material and labour for Drilling bore hole by means of using reverse rotary reamers bore hole of nomimal bore 200 and upto 300 MMdia in any type of strata including cost of bentonite powder, drilling shall be done by mud flash rotating equipment and bore shall be unsealed at least for 72 hours to the entire depth of bore holes, depth of bore hole from 0 to 60 meters depth including sub soil complete and removal of drilled/ boared materials to a distance not exceeding 50 mtr, spreading levelling and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as directed. |
| 3 | All as per item No. 2 here in above but depth of bore hole exceeding 60 metre but not exceeding 200 meter. Note for serial No. 2.00 to 3.00 :- (a) The pilot bore wells shall be drilled on tentative location as approved by GE. Tentative location which shall be obtained from Geological department of GWS & SB by the contractor. (b) If the yield is insufficient as considered by GE then pilot bore shall be drilled at new place as directedby GE. Payment shall however be made only for drilling as per actual work done. (c) Rig, tools and plants etc., required for completion of work and their cartage shall be included in rates quoted. (d) Collection of soil strata at every 3m depth or change in strata met with during the bore shall be plotted against the depth on a tracing paper in the form of strata chart and blue print in sextuplicate shall be submitted to department for record. (e) Actual depth of final bore shall be decided based on the result of TDS report. (f) Soil/ strata testing report shall be done through Geo hydrology department for water aquifier details of the location if required and submitted to the Engr in charge. |
| 4 | Material and labour for electro logging test to define strata and quality of water by using logger equipment including all necessary arrangements for chemical analysis, bactriological test of sample of yield obtained from plot to astertain potability of water complete all asdirected. Note:- The contractor shall submit electrologging results from authenticated Govt institute/ CGWB for approval of GE. |
| 5 | Material and labour strata sample (at every 3 meters depth) one set in suitable box pattern, earth sample strata should be produced as per IS and submitted to the department. The box shall be 2nd class hard wood with suitable locking arrangements complete all as directed. |
| 6 | Flushing out water from sucessful bore well continously 10 hours until all dust and mud particles bail out from the bore and carry out yield test with "V" notch methodincluding all necessary arrangements for testing and developing till clean and sand free discharge of water is obtained complete all as directed. |
| 7 | Supply lowering and jointing 175 mm (7") dia UPVCcasing pipes having outer dia 200 mm with wall thickness minimum 10 mm conforming to IS-12818-2010 including jointing with necessary fittings and fixtures of pipe complete all as directed. |
| 8 | Supply lowering and jointing 175 mm (7") dia UPVCslotted pipes having outer dia 200 mm with wall thickness minimum 10 mm conforming to IS-12818-2010 including jointing with necessary fittings and fixtures of pipe complete all as directed. |
| 9 | Supply lowering and jointing 125 mm (5") dia UPVCcasing pipes outer dia 140 mm with wall thickness minimum 10 mm of approved pattern including jointing with necessary fittings and fixtures of pipe complete all as directed. |
| 10 | Supply lowering and jointing 125 mm (5") dia UPVCslotted pipes outer dia 140 mm with wall thickness minimum 10 mm of approved pattern including jointing with necessary fittings and fixtures of pipe complete all as directed. |
| 11 | Supply, Installation, lowering, testing and commissioning submersible pumping set having discharge capacity 125 LPM at 130 mtr head complete with submersible motor of size 3 HP and upto 5 HP, singlePhase 220 volt and connecting to column pipe by means of nipple/ reducer complete all as specified and as directed Notes:- (i) Lowering pipe and cable will be measured and paid separately. (ii) The capacity of pump set mentioned in tentative and there is a possibility to change the capacity and specification of the pump set depending on the yield of the bore well. Tenderer will take procurement action for pumps based on yield test results. (iii) Prior approval of the accepting officer will be obtained if there is any change in the specification of pump set. (iv) Discharge of pump will be decided according to yield of bore well by accepting officer. |
| 12 | Supply and fix PVC insulatedand PVC sheathed multi stranded copper conductor cable for submersible pump set, conforming to IS - 864 of size 3 core 2.5 sqmm, 1100volts grade, including necessary water proof connection to submersible pump at cable lead complete all as specified and directed. |
| 13 | Supply and fix CPVC submersible column pipe10KG/Cm2 "Standard Duty" of length 3 meter each, square threaded at both male & female ends and with separate integral female threaded coupler, pipe being of nominal size 2" (i.e. outer diameter of 53.9mm to 54.10mm) and wall thickness at end being 4.9 mm to 5.5mm, complete all as specified and directed by GE. |
| 14 | S&F of steel rope in submersible bore wells from motor to top edge of the bore well of size 6 mm dia (Multi wire stainless steel) for holding of submersible pump motor set, complete all as specified and directed. |
| 15 | Supply and fix DOL starter three phase, over load relay, single phase preventer, contactor capacitor, voltmeter, ammeter ON and OFF push button including enclosure and fixing arrangement suitable for 5 HP submersible pump complete all as specified and directed. |
| 16 | Supplying, filling and packing pea gravel of size 3.00 mm to 6.00 mm around casing pipe complete all as specified and directed |
| 17 | Material and labour bail plug, well cap and MS iron clamps sutabile as per casing pipe complete all as and directed. |
| 18 | Supply and lay pipe galvanized, “Medium class”, with fittings including cutting and connecting to branch pipe complete of size 40mm dia.laid in tranches all as specified and directed. |
| 19 | Supply and lay cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 Sqmm, 2 core |
| 20 | Excavation in trenches in soft/loose soil n.exc 1.5 mtr deep and n.exc 1.5 mtr wide for laying of HT cable, poles, pipes etc and getting out including of dressing/trimming sides and levelling, grading and ramming of bottom excavation complete all as specified and as directed. |
| 21 | Returning, filling in, including spreading levelling, watering and well ramming in layers not exc. 25 cm thick in soft/loose soil after laying the cable complete all as specified and as directed. |
| 22 | Removingexcavated material not exc 50 mtr and depositing where directed, at a level not exc 1.5 mtr above the starting point complete all as specified and as directed. |
| 23 | M&L for fine and dry sand cushioning for underground cable by providing a layers of sand 8cm deep before laying and 15cm deep after laying the cable including stretching the cable complete all as specified and as directed. |
| 24 | M & L brick protection cover cable of "Sub class "B" laid dry over cable (length of brick shall be laid across the length of cable) complete all as specified and directed. |
| 25 | Excavating over areas, n exc 1.5 m deep and getting outetc complete all as specified and directed. |
| 26 | Excavating over areas,exc 1.5 m deep but nex 3.00 m depth and getting outetc complete all as specified and directed. |
| 27 | Hardcore broken stone of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface |
| 28 | Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering |
| 29 | PCC (1:3:6) type E-2 using 40mm graded stone aggregate as in foundation & mass concrete |
| 30 | RCC Nominal mix M-20(1:1 1/2:3) type A1 using 20mm graded stone aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. |
| 31 | RCC Nominal mix M-20(1:1 1/2:3) type A1 using 20mm graded stone aggregate in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses |
| 32 | Use and waste of formwork to sides of concrete foundations, 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 |
| 33 | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to Batter |
| 34 | TMTbars 10mm dia and over dia including all cuttingbending binding cranking placing & binding withMS wire (annealed) not less than 0.90mm dia complete |
| 35 | M&L for rendering on fair faces of brick workor concrete surfaceof wall 10mm thick in CM 1:6 and to be finished even and smooth without using extra cement complete all as specified and directed |
| 36 | M&L for applying two coats of cement base paint and one coat primer , over a coat of white cement on new wall surface including preparation of surface. |
| 37 | Removing excavated material n exc. 500m and depositing where directed at a level n exc. 1.5m above the starting point |
| 38 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundation, etc for shafts, walls exc 10sqm on plan and getting out any type of soil complete |
| 39 | PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation & mass concrete |
| 40 | M&L 75mm thick PCC type C-2, (1:3:6) using 40mm graded stone aggregate as in plinth protection finished even and fair incl expansion joint at every 3m interval and every corner complete all as specified and directed. |
| 41 | M&L Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed andsealed with sealing compound, Grade ‘A’ |
| 42 | TMT bars 5mm dia and over upto and incl 10mm dia in stirrups, spacers and binders. |
| 43 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions |
| 44 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. |
| 45 | RCC Nominal mix M-20(1:1 1/2:3) type A1 using 20mm graded stone aggregate in Columns, pillars, piers, posts and struts. |
| 46 | RCC Nominal mix M-20(1:1 1/2:3) type A1 using 20mm graded stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span |
| 47 | M&L for Fly ash brick birck work with well burnt, old size sub class"B" bricks of compressive strength not less than 35 Kg/sqcm, straight or curved on plan exc 6 metre mean radius built in cement mortar (1:6) complete all as specified and directed. |
| 48 | M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate in copings, kerbs, and the like all as directed incl necessary form work |
| 49 | M&L for rendering 15mm thick on brick work or concrete surface in CM 1:6 finished fair& even surfacecomplete |
| 50 | M&L for rendering 15mm thick on brick work or concrete surface in CM 1:4 finished fair& even surfacecomplete |
| 51 | M&L 25 mm thick PCC type B-1, (1:2:4) using 20mm graded stone aggregate finishing cement concrete surface even and rough complete all as specified and directed. |
| 52 | S&F Coloured Non Skid ceramic tiles7 to 8mm thick (squares/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm,in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick screed in CM(1:6) complete all as specified and directed. |
| 53 | diito all as above in skirting except over 10mm thick bedding layer in CM (1:4) |
| 54 | S&F Rolled mild steel sections as in main & cross beams, hip & jack rafters; purlins where connected to common rafters & running rails & guides for sliding doors; fixed with angle cleats or other connecting plates GDE Fe410-W(Gde- E-250) quality B. |
| 55 | S&F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding and in ridge to wall, fixed with self tapping screws as specified |
| 56 | M&L suspended false ceiling system using Chicago metallic (E-grid) exposed suspended system, grid size 600x600mm compressing of GI powder coated main runner of dimension 39mmx24mm x 0.8mm thick (Thickness comprising of GI/0.4mm+PPPCGS/0.3mm & weight of runner 1.35 Kg for 3600mm length), cross Tee of dimension 29mm x 24mm x 0.8mm thick (Thickness comprising of GI/0.4mm+PPPCGS/0.3mm & weight of Tee 0.195Kg for 600mm length) and wall angle of dimension22.2mm x 22.2mm x 0.65mm thick (Thickness comprising of GI/0.35mm + PPPCGS/0.30mm & weight of angle 0.700 Kg for 3050mm length) with and including 8 mm thick HPSC (High Pressure Steam Cured) pre-primed, self embossed, textured designer board, water, termite & fire resistant for insulation and acoustic purpose to be placed in the grid system duly suspended with 4mm dia GI bar hangers fixed with steel dash through fasteners from purlins with butterflyclips (wt 0.007 Kg/clip), hold down clips (wt - 0.0035 Kg/clip), with provn of light fixture complete all as per manufacturer instructions and as directed. (Make : Armstrong/Everest). |
| 57 | Applying two coats of cement base paint, white or tinted on new wall surface including preparation of surface. |
| 58 | Preparation of new decorated surfaces of walls and applying two coat of distempering with acrylic washable distemper oil emulsion white or tinted complete all as specified and directed. |
| 59 | S&F Steel windows with side hung shutters including projecting type hinges with steel handle, & steel peg stay, complete with glazing bars, dovetailed or welded |
| 60 | S&F Steel windows with side hung shutters including projecting type hinges with steel handle, & steel peg stay, complete without glazing bars, dovetailed or welded |
| 61 | S&F Stainless steel wire cloth, 0.36mm nominal dia of wire & average width of aperture 1.40mm with stainless steel wire staples |
| 62 | M&L for rough cast wired glass n exc 0.5sqm , 6.4mm thick and glazing with oil putty in square all as specified and directed. |
| 63 | S & Fin repair WPC Door Frame 95x45 mm including all fittingmaking good after complete as directed as speicifed Make :Rajshree or equivelent |
| 64 | S&F factory made plain framed ,35 mm Panelled shutter (two Panel) with lock rail of 9 mm B.W.P. commercial ply or 12 mm veneered patticle boar with commercial veneering on both face , the size of rail and stile as per IS: 1003 (Part 1) kiln seasoned and chemically pressure treated |
| 65 | M & L two coats of synthetic enamel painting over a coat of pink primer includingpreparation of new wooden surfacesof any description over 10 cm width or girth. |
| 66 | S&F Butt hinges medium weight cold rolled mild steel 100mm long complete. |
| 67 | S&F Aluminium anodised barrel tower bolts of extruded section 200mm long complete, |
| 68 | S&F Aluminium handles cast type anodised of 200mm complete. |
| 69 | S & Fin repair Door spring ordinary rat tail rod pattern springs including roller and roller plate complete of mild steel 300 mm long complete. |
| 70 | S&F in repair aluminium alloy anodized sliding door bolt with hasp,staples (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts or extruded sections or cast aluminium alloy length of bolt 300mm complete all as specified and directed by Engr-in-charge. |
| 71 | M&L for point wiring with 1.5 Sq mm, FRLS, PVC insulated, single core, unsheathed, multi stranded 1100 volts grade, copper conductor cable drawn through existing concealed conduiton ceiling/wall, with and includingcontinuous 1.5 Sqmm, FRLS, PVC insulated single core multi stranded copper conductor cable earth continuity conductor connected to common earth and earth dolly and including metal sheet enclosure rectangular terminal boxes of suitable size and white cover plates suitable for mounting modular switches, sockets etc all as specified and directed for :- (Note : Conduit and accessories if required to be repalced will be measured and paid separately) |
| 72 | One light/fan point controlled by one switch, one way switch single pole. |
| 73 | One 3 pin 5 Amp socket outlet on the same board . |
| 74 | One 3 pin 5 Amp socket outlet on independent board |
| 75 | All as per item No. 79 here in before but with 2.5 sqmm copper conductor cable for one 3 pin, 15 amps socket out let on independent board. |
| 76 | Supply and fix modular switchtype 230/ 250 volts, 6 amps, 1 module, single pole, one way, complete all as directed. |
| 77 | Supply and fix modular socket out let multi purpose 2 in 1, 2/3 pin, 6 amps, flush type, ISI marked complete all as directed. |
| 78 | Supply and fix switch modular 16 amps, flush type, ISI marked complete all as directed. |
| 79 | Supply and fixsocket 2/3 pin combined, 6/16 amps, flush type, ISI marked complete all as directed. |
| 80 | Supply and Fixing Ceiling Rose Surface PVC type 65 x 50 mm two to three terminals. |
| 81 | Supply and fix ceiling fans, complete with three blade, down rod, accessories 230V, 1200mm sweep, with Squirrel cage induction motor complete all as directed. |
| 82 | Supply and fixing LED lights fitting 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. |
| 83 | Supply and Fixing Sheet metal enclosure for DBs when MCBs to be Used, 4 way, SPN, double door type, 240 Volt with 200 amps rated busbar complete all as directed.(Note : MCBs will be Measured separately) |
| 84 | Supply and Fixing MCB, SPN, 230 Volt of capacity 6 to 32 Amps(as ordered), 10 KA "C" series complete all as directed. |
| 85 | Supply and Fixing MCB, SP, 230 Volt of capacity 6 to 32 Amps(as ordered), 10 KA "C" series complete all as directed. |
| 86 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10.0 sq mm 2 core complete. |
| 87 | Excavation in trenches in any type of soil n exc 1.5 mtr in width and n. exc 1.5 mtr in depth and getting out all as required for laying of cables. |
| 88 | M&L for sand cushioning to under ground cables 8 cm thick before laying the cable and 15 cm, thick after laying, stretchingand testing the cable. |
| 89 | M & L brick protection cover cable of "Sub class "B" laid dry over cable (length of brick shall be laid across the length of cable) complete all as specified and directed. |
| 90 | Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less"than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion, complete all as directed. |
| 91 | Schedule of credit amount of Rs. 0.00 to be deducted during AOC |
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