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Tender For Term Contract For Artificer Works In The Area Of Otm Accomodation At Lekhapani, Shillong-Meghalaya

Military Engineer Services-MES has published Tender For Term Contract For Artificer Works In The Area Of Otm Accomodation At Lekhapani. Submission Date for this Tender is 03-08-2023. Civil Work Tenders in Shillong Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

38607192
Tender For Term Contract For Artificer Works In The Area Of Otm Accomodation At Lekhapani
Open Tender
Indian
Meghalaya
Shillong
03-08-2023

Tender Details

Term Contract For Artificer Works In The Area Of Otm Accomodation At Lekhapani Provn Of Recovery And Dental Store Room, Provn Of Hard Standing And Provn Of Water Tanks For Cook House, Bathroom At Tezu Under Ge Lekhapani

Key Value

Document Fees
INR 500 /-
EMD
INR 31000.0 /-
Tender Value
INR 15.50 Lakhs /-

BOQ Items

Name of Work:PROVN OF RECOVERY AND DENTAL STORE ROOM, PROVN OF HARD STANDING AND PROVN OF WATER TANKS FOR COOK HOUSE, BATHROOM AT TEZU UNDER GE LEKHAPANI.
Sl. No. Item Description
1Surface excavationnot exceeding 30cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
2Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundations,manholes,laying cables,pipe lines,etc and getting out in soft/ loose soil complete all as specified and directed.
3Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25cm of soft loose soil,complete all as specified and directed.
4Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
5Excavating in post holes (or similar holes) each n exc 0.5 cum,getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,complete allasspecified and directed.
6M&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 directed.
7M&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 wallcomplete all as specified and directed.
8M&L PCC (1:4:8) type D-2, (using 40mm graded stoneaggregate)as in foundations, filling, mass concrete etccomplete all as specified and directed.
9M&L RCC M-25 (Design mix)(using 20mm graded stone aggregate) as in foundations, including rafts,footings,foundation beams,plinth beams;bases for columns,etc;basement slabs,under-reamed piles and mass concrete comlpete all as specified and directed.
10M&L RCC M-25 (Design mix)(using 20mm graded stone aggregate)as in columns, pillars,piers,posts and struts etc. complete all as specified and directed.
11M&L RCC M-25 (Design mix)(using 20mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and directed.
12M&L RCC M-25 (Design mix)(using 20mm graded stone aggregate) as in chajjas complete all as specified and directed.
13M&L RCC M-25 (Design mix)(using 20mm graded stone aggregate) as inslabs, supported on walls beams and columns in floors, roofs, landings, balconies, canopies, deck slabs,in shelves and the like includingslabs of septic tank, soak well etc complete all as specified and directed
14M&L Providing PCC(1:2:4)type B1,(using 20 mm graded stone aggregate)as in roof kerbs or mud stops, rounded or chamfered on edges and other similar bands including use of formwork complete all as specified and directed.
15Use and waste of form work to sides of concrete foundation, footings, base of coloumns, raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished flat surfaces of concrete complete all as specified and as directed.
16Use and waste of form work to sides of pillars,columns,posts,piers and stanchions,etc for rough finished flat surfaces of cocrete complete all as specified and as directed.
17Use and waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels. Cantilevers, shelves including supports, overhangs, etc also splays between floor and beam etc for rough finished flat surfaces of cocrete complete all as specified and as directed.
18Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick, for rough finished flat surfaces of concrete complete all as specified and directed.
19Use and waste of form work to chajjas,chullah hoods,troughs and similar items including edges for rough finished flat surfaces of cocrete complete all as specified and as directed.
20M&LBrickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified and directed.
21M&L Brickwork with subclass ‘B’ bricks, straight for curved on plan to any radius in half brick thick walls built in CM (1:4) complete all as specified and directed.
22S & FAluminum powder coated (powder coated of required colour) three track sliding windows frame top & sides of size 92 x 31.75 x 1.50mm (section No 20831) bottom of size 92 x 31.72 x 1.50mm (Soction of 20832) and shutter top & bottom of size 40 x 18 x 1.55 (section 20738) and lock side shutter frame of size 40 x 15 x 1.45mm (Section 20737) with rubber gasket, beading and locking arrangement including making good to the disturbed portion complete including stainless steel wire mesh 0.36mm nominal dia with 1.40mm average aperture and fixed with stainless steel wire staples and fixing 5mm thick glass with necessary rubber beading gasket etc complete all as specified and directed by Eng-in-charge.
23S&F Aluminium powder coated door shutter single / double leaf, side hung type on floor door spring (to be paid sepratly) 44.45mmwide (two panels) fabricated having hanging and meeting style 58.00 mm X 44.45 mm X 1.8mm thick, top rail 83.50 mm X44.45 x 1.62 mm thick, middle rail 83mmx44.45mmx1.70mm thick and bottom rail 95.25 mm X 44.45mm X 1.70 mm thick and including jointing cleats, aluminium anodised snap beading, screws, aluminium anodised fitting such as pair of "D" type handle 250mm long (decorative type), tower bolts 150 mm long 1 Nos for each leaf, aluminium beading, PVC packing,5mm thick sheet glass,locking arrangement with mort ice lock 6 lever, 1Nos floor door stopper and necessary fitting & fixtures complete all as specified and directed by Eng-in-charge.
24M&L TMTbars 10mm dia and over, cut to length, bent to shaperequired, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia orsecuring with clips complete all as specified and directed.
25All as per Item 24 above, but 8mm diacomplete all as specified and directed.
26All as per Item 24 above, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders,etc complete all as specified and directed.
27S&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 ofwater tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.
28M&L 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 using8 to 10 tonnes power roller to a true surface complete all as specified and as directed.
29Rolling and consolidating formation surfaces using 8 to 12 Ton power roller complete all as specified and as directed.
30M&L FormingConstruction (Dummy) joint 30mm deep x 10mm wide filled with sealing compound Grade "B" complete all as specified and directed by Eng-in-charge.
31M & LPCC (1:2:4) type B1, (using 20 mm gradedstone aggregate) in hard standing, mass concrete etc complete all as specified and directed.
32M&L PCC ( 1:3:6) type C-2 (using 40 mm gradedstone aggregate), as infoundations, bed concrete,filling sub base, surface channels and mass concrete,etc complete all as specified and directed.
33M&L for25 mm thick PCC (1:2:4) type B-0,( using 12.5 mm graded stone aggregate) as in floors, finished even and smooth without using extra cement all asspecified and as directed.
34M&L for Vitrified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm in floors, etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed or bedding layer in CM (1:6) for laying floor finishes complete all as specified and directed.
35M&L for Vitrified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm in floors, etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10mm thick renderingin CM (1:4) for vertical surfaces such as skirting etc complete all as specified and directed.
36M&L for 75 mm thick PCC (1:3:6)type C-2, (using 40 mm graded stone aggregates) as in plinth protection etc, finishing cement concrete surface even and smooth with out using extra cement including making joints with hot bitumastic mix in proportion of bitumen and sand 1:2 complete as specified and directed by Eng-in-charge.
37M & L for Chequered cement conc tiles cast in rubber moulded glossy finish of approved colour general purpose double layer of size 25cm x 25cm x 22mm thick with mixture of white and grey cement in equal proportions and pigments set and jointed and pointed in neat cement slurry in floor incl layer over 15mm thick bedding of CM (1:6) complete all as specified and as directed
38M&L Rendering 10.mm thick plaster in CM (1:6) on fair faces of brick work or concrete surfacesincluding finishing top even and smooth without using extra cement complete all as specified & directed.
39M&L Rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surfacesincludingfinishing fair and evencompleteall as specified and directed.
40M&L Rendering5mm thick CM (1:3)on fair faces of concrete surface on ceiling infinished even and smooth without using extra cement complete all as specified and as directed.
41M&L Rendering 10 mm thickCM (1:3) on concrete surfaces mixed with WPC of Pidilite 101 of 200 ML per 50 Kg of cement finished even and smooth without using extra cement complete all as specified and as directed.
42M&L Preparation of new plastered surfaces of ceilingsand applying three coats of white wash complete all as specified and directed.
43M&L Prepration of newly plastered surface of wall and applying two coats of cement base paintcompleteall as specified and directed.
44M&L Preparation of new plastered surfaces of wall and preparing surfaces as directed by applying thin layer of wall care putty of 1 mm thick and finally applying two coats of distemper oil emulsion over a coat of primer complete all as specified and directed.
45M&L Preparation of newsteeland iron surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paintover a coat of red oxide primer completeall as specified and directed.
46S&F 15 mm dia bore of pipes, (medium grade), galvanised iron, with all fittings and fixed complete to walls and ceiling or laid in floors completeall as specified and directed.
47S&F 20 mm dia bore of pipes, (medium grade), galvanised iron, with all fittings and fixed complete to walls and ceiling or laid in floors completeall as specified and directed.
48S&F Rotational moulded polyethylene water storage tanks of 1000 Ltrs capacity,(cylindrical vertical with closed top) double layered hoisted and fixed in position all as specified in SSR part-I & as directed.
49S&F 20 mm dia ball valves high pressure of PTMT with epoxy coated Aluminium rod & high-density plastic ball, screwed for iron pipe & fixed (Minimum weight 210 gms) complete all as specified and directed.
50M & L for concealed point wiring complete with 1.5 sq mm FRLSH,PVC insulated multi standard copper conductor single core cable 1100 volts grade,drawn into and including non metalic PVC rigid conduit medium grade ofsize not less than 20mm bore and conduit accessories fixed on wall roof etc, and including provn of PVC insulated 1.5 sq mm copper conductor cable for earth continuity and connected to common earth dolly and pressed steel terminal boxes made out of 1.6 mm thick MS sheet concealed in wall and laminated sheet cover of 3 mm thick on top for housing the switches socket,outlet etc.,for one light point controled by one one way 5 Amp switch all as specified and directed by Engineer-in-Charge. Note: caused of PVC conduit cutting chases of wall making good disturbed wall surfaces including finishing with CM (1:4)matching with existing shade of the painted surface are deemed to be included in the quoted rate.
51All as per Item No.50 above,but one5 Amp socket complete all as specified and directed.
52S&F Switch piano flush button, single pole, one way 5 Amp complete all as specified and directed.
53S&F Ceiling rose surface type bakelite 65x50mm three terminal all as specified and directed.
54S&FSwitch socket combination,3 pin,5 Amps complete all as specified and directed.
55S&FLED tube light fitting,integrated, complete set 4 ft, 1 x 20/18 wattconnector block etc. complete withall accessories internally pre-wired andconnecting the same to ceiling rose with using copper conductor flexible twisted twin core cable ,and fixing the light fitting to walls / roof complete all as specified and directed
56S & F LED building security light fitting 25W new generation energy saving and environmental friendly long life LED street light made up of pressure diecast aluminium housing with high power LED as lighting source and lens embedded PC cover having top opening seperate driver compartment with IP65 protection and impact resistance of IK07,complete all as specified and directed.
57S&FDB,SPN wall mounting type,240 Volts, 2 Way with 200 Amps rated bus bar,double door suitable for fixing MCB"s including connecting etc complete all as specified and directed.
58S&F MCB SPN 32 Amps, 230 volts AC and connecting using suitable size of wire all as specified and directed.
59Supply and spread river sand in trenches as cable cushioning 8 cm below the cables and 15 cm above the cable all as specified and directed. Note: Punned thickness shall be measured for payment purpose.
60Supply and lay burnt bricks sub class "B" standard size laid across the cable in trenches as protection to the cable complete all as specified and directed.
61Supply and laying GI pipe, 40 mm bore (light grade) in trenches/under floors or roads or along the pole incl clamp with suitable nuts & bolts for protection of cables complete all as specified and directed.
62Supply,laying and testing ofLT XLPE cable, insulated, screened PVC bedded, galvanized steel strip or wire armoured electric power cable (heavy duty) 1100 volts grade with glanded aluminium conductor of cross sectional area 10 sqmm 2 core laying or passingthrough pipe/wall/floor/trenches complete all as specified and directed.
63M&L Earthing complete with galvanized steel earth plate electrode 600mm X 600mm X 6mm buried directly in ground vertically to a depth not less than 2.25 meter below normal ground level (with top edge of earth plate not less than 1.5 meter below ground level) connected to galvanized iron earth lead wire 4mm dia, (main earthing lead ) by means of galvanized bolts, nuts and washers all as shown in electrical plate No 3 of MES Schedule Part-I (2009) with connected to earth test point & to main switch board with & including adequate quantity of charcoal dust and common salt alround earth plate & 15 mm dia GI pipe (light grade) for earth lead protection pipe for suitable length and GI pipe 20 mm dia (light grade) for watering pipe with funnel & wire meshincluding necessary earth work and PCC (1: 3 : 6) type C-1 (using 20 mm graded stone aggregate) for earth pit and 40 mm thick pre-cast RCC cover by using RCC (1 : 2 : 4)type B1 (using 20 mm graded stone aggregate) with 3 Nos 8 mm dia TMT bars both ways,etc and testing on completion completeall as specified and directed by Engineer-in-Charge.
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