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Tender For Additional/Alternator In Building No. P-36 And T-14 Under Ge (East) Jalandhar Cantt, jalandhar-Punjab

Military Engineer Services-MES has published Tender For Additional/Alternator In Building No. P-36 And T-14 Under Ge (East) Jalandhar Cantt. Submission Date for this Tender is 18-04-2024. Building Work Tenders in jalandhar Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

43010387
Corrigendum : Tender For Additional/Alternator In Building No. P-36 And T-14 Under Ge (East) Jalandhar Cantt
Open Tender
Indian
Punjab
jalandhar
18-04-2024

Tender Details

Tender For Additional/Alternator In Building No. P-36 And T-14 Under Ge (East) Jalandhar Cantt

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Apr-2024 CORRIGENDUM NO 01 Date 11-04-2024
2 03-Apr-2024 CORRIGENDUM NO 02 BOQ 11-04-2024
3 11-Apr-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 18-04-2024

Key Value

Document Fees
INR 500 /-
EMD
INR 77800.0 /-
Tender Value
INR 38.90 Lakhs /-

BOQ Items

Name of Work: Addn/altn in Bldg No. P-36 & T-14 under GE (East) Jalandhar Cantt
Sl. No. Item Description
1Excavating in soft/loose soil in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre deep for pipe line drains and getting out, complete all as specified and directed.
2Returning, filling in, spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each, complete all as specified.
3Removing excavated material (soils) to a distance n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point complete all as specified and directed.
4Removing excavated soils exceeding 1.5 Km but not exceeding 5 Km and depositing where complete all as specified and directed.
5Material and labour for PCC 1:4:8, type B-2 (using 40mm graded crushed stoneaggregate)as in foundation, filling and mass concrete complete all as specified and directed.
6Dismantling asbestos cement/CGI/Galvalume (corrugated, semi-corrugated, etc.) sheets in roof coverings, complete all as specified and directed.
7Dismantling timber scantling 40 sqcm and over in section in any position (unframed work), complete all as specified and directed.
8Demolition of Brick Work built in Cement Mortar including all Quoins, Arches, Pillars, etc. of any descriptions, complete all as specified and as directed.
9Material and labour for brick work with sub-class ‘B’ bricks (with old size bricks), straight or curved on plan exc. 6.0 metre mean radius, built in cement mortar 1:6, complete all as specified and directed.
10All as per Srl item No. 9.00 here-in-before but except bricks
11Supply and fixing roof trusses (framed) trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle. Channel or flat sections) including distance pieces cleats etc. Fe 410-W (Gde-E-250), complete all as specified and directed.
12Supply and fixing rolled mild steel plates (plain or chequered) channels, square cut or notched, forming holes, without any attachment confirming to Fe 410-W (grade E-250) quality "A", complete all as specified and directed.
13Supply and fixing pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering, fixed with self-tapping screws complete all as specified and directed.
14Supply and fixing pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self-tapping screws complete all as specified and directed.
15Material and labour for taking down cement of cement lime plaster of any description including dado/ skirting of any description on brick or stone walls etc including ranking out joints hacking for key scrubbing down with water etc complete all as specified and as directed.
16Removing old lime wash (if any), hacking for key, raking out joints of old brick workbuilt in cementmortar; not previously plastered; and scrubbing down with wateretc. to receive plaster, complete all as specified and directed.
17Material and labour for rendering 15mm thick plaster in CM 1:6 on stone masonry surfaces (internal) to be finished fair & even complete all as specified and directed.
18Material and labour for preparation of newly plastered surface of walls and apply three coat of white wash, complete all as specified & directed.
19Material and labour for rendering 15mm thick plaster in CM 1:4 on brick work or concrete surfaces (external) to be finished fair & even complete all as specified and directed
20Material and labour for rough cast plaster over 15mm thick in cement mortar (1:3), on stone/brick masonry wall surfaces, complete all as specified and directed.
21Material and labour for preparation of newly plastered surface of wall and applying two coats of cement base paint over a coat of alkali resistant primer, complete all as specified and directed
22Demolition of cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed.
23Material and labour for machine cut kota stone slab flooring 20-25mm thick, size not less than 550 x 550mm over & including 15mm thick screed bed or bedding layer in CM 1:6 as in floor laid & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing with mirror polish complete all as specified and directed.
24Material and labour for marble work 18 to 20mm thick (table rubbed and polished) as border of size 550x50mm in kota stone flooring, steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade of following types, complete all as specified and directed.
25Material and labour for kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar, window cill with bull nosing laid over 10mm cement screed plaster in CM 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing & including necessary bull nosing complete all as specified and as directed.
26Material and labour for 75mm thickPCC (1:4:8) type D-2 using 40mm graded stone aggregate as in floors complete all as specified and directed.
27Material and labour for 100mm thickPCC (1:4:8) type D-2 using 40mm graded stone aggregate as in floors complete all as specified and directed.
28Taking down chowkhat or frame (without taking off shutter from the frame) not exc. 1.50 Sqm Each, complete all as specified and directed.
29Taking down Chowkhat or frame (without taking off shutter from the frame) exc. 1.50 Sqm but not exc. 4.00 Sqm Each, complete all as specified and as directed.
30Supply and fixing steel window with side hung shutters including projecting type hinges with steel handle and steel peg stay, complete with glazing bars, dovetailed or welded including taking down old unserviceable steel window, complete all as specified and directed.
31Supply and fixing steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified and directed.
32Material and labour for mild steel framed guard bars of 12mm square conforming to Fe-290 (Gde 165-E) welded to steel ventilators/windows complete all as specified and directed.
33Supply and fixing framed work as in doors or gates of approved pattern & design of angle or other section conforming Fe 290 (Gde-E- 165) with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering of doors, etc. to be prepared for hanging or sliding with and including either hooking and hinges or steel hanging door fittings, cooler stand etc (excluding of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing, complete all as specified and directed.
34Supply and fixing in repair 1.60mm thick mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred, complete all as specified and directed.
35Supply and fixing sheet glass, ordinary quality 3mm thick fixed with oil putty size of glass not exc 0.50 sqm in each pane complete all as specified and directed.
36Material and labour for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a cot of red oxide zinc chrome primer, complete all as specified and directed.
37Material and labour for preparation of old painted surface of steel and applying one coats of synthetic enamel paint, complete all as specified and directed.
38Material and labour for PCC interlocking tile 60 mm thick, coloured,of approved quality, M-35 Grade with grey cement and pigmentlaid over and including 25 mm thick sand cushion vibrated with mechanical vibrator, complete all as specified and directed.
39Material and labour for 75mm thick hard core of broken stone of gauge exc 63mm & n.exc 100mm, deposited, spread levelled un layers not exc 15cm thick watered and rolled/rammed (Mechanically) to a true surface complete all as specified and directed.
40Material and labour for 75mm thick Cement concrete 1:3:6, type C-2 using 40mm graded aggregateas in floor finishes/ plinth protection laid in alternate bays not exceeding 2 mtr in length each bayincluding cutting groove of 6mm wide and 10mm deep filled with bituminous mastic, finished fair and even complete all as specified and directed.
41Demolition of reinforcement cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed.
42Material and labour for RCC type (1:1.5:3) type A1 mix using 20mm graded aggregates as in Roof beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.
43Material and labour for RCC (Nominal Mix) Type A-1 (1:1.5:3) (20mm graded aggregate) as in chajja and Lintel etc complete all as specified and directed.
44Supply and fixing TMT bars 10mm dia and over cut to length, bent to shape as required incl cranking bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
45Material and labour for mild steel TMT bars of 6mm to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping stirrups for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
46Material and labour formwork to chajja and similar work; flat, rough finished surface of concrete, complete all as specified and directed.
47Material and labour for formwork to sides and soffits of lintel beams/ bands, chajjas, lintels, cantilevers, shelves including supports overhangs etc.,flat surfaces of concrete , surface is required to be fair finished complete all as specified and directed.
48Material and labour for PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in coping etc including necessary form work, weathering slightly rounded or chamfered angles and throating complete all as specified and directed.
49Taking down carefully existing point wiring of any type (ie on wooden batten, surface conduit, casing capping or concealed conduit) complete for light, fan socket or power point with fitting & fixture such as DB, ceiling rose, electric fittings, holders, switches, sockets, wooden batten, conduit etcincluding accessories such as wooden gutties/ rawl plug, screw etc includingremoving materials from siteand making good disturbed surface of walls, floors etc. complete all as specified and directed.
50Material and labour for point wiring for light point with 1.5 Sqmm (nominal area) FRLS PVC insulated unsheathed multi stranded copper conductor of size 1.5 Sqmm cable drawn in and including concealed rigid PVC conduit medium grade (ISI marked) not less than 20mm dia with accessories and terminated in and including sunken pressed steel boxes duly painted with anti-corrosive paint over a coat of red oxide primer with plastic laminated bakelite sheet top cover 3mm thick make hylum or equivalent fixed with nickel polished screws with cup washers etc including FRLS PVC insulated unsheathed multi stranded copper conductor 1.5 Sqmm single core as earth continuity conductor (green colour) connected with earth dolly with thimble including cutting chases for laying or conduit/ fixing of boxes in wall/ floor etc including making good to disturbed surfaces as per adjoining specification complete all as specified and directed by Engineer-in-Charge.
51All as per srl item No 50.00 here-in-before one socket outlet 5 Amp controlled by oneswitch on independent board.
52All as per srl item No 50.00 here-in-before one socket outlet point 5 Ampon sameboard controlled with other switch.
53All as per srl item No. 50.00 here-in-before but with 2.5 Sqmm(nominal area) PVC stranded copper conductor cable 3 pin 15 Amp socket outlet with 2.5 Sqmm PVC insulated with stranded copper conductor cable for continuous earth continuity conductor independent board complete all as specified and directed.
54Supply and fixing switch piano flush type, 5 Amps, 240 Volt AC single pole, one way complete all as specified.
55Supply and fixing socket out let 5 Amp, 3 pin flush type, 250 Volts AC complete all as specified.
56Supply and fixing switch piano flush button single pole one way 15 Amp complete all as specified.
57Supply and fixing socket outlet 5 Amp, flush type, 250 Volts AC complete all as specified.
58Material and labour in replacement sheet metal enclosure DBs when MCBs to be used, SPN 8 ways 240 V, withcopper bus bar, double door, epoxy powder coated inside and outside with earth bar and neutral bar, prewired complete all as specified.
59Supply and fixing MCB SP 6 to 32 Amps, 10 KA, B curve complete all as specified and directed by Engineer-in-Charge
60Supply and fixing in repairMCB SPN 32 Amps, 10 KA, B curve complete all as specified and directed by Engineer-in-Charge
61Earthing complete in replacement with galvanised steel earth plate electrode 60cm x 60cm x 6.0mm thick burried directly in ground (earth pit not less than 2.25 metres deep below normal ground level with the top edge of electrode not less than 1.5 metres below normal ground levelconnected to galvanised earth lead wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron and incl GI lead protection pipe of GI light grade 15mm dia upto 7.5 mtrs and watering pipe 20mm bore of GI medium grade with funnel and wiremesh, earth plate covered on all sides with min 150mm thick alternate layers of charcoal, saltall as shown in electrical plate No 3 of SSR Part-I 2009 connected to earthingpoint with PCC chamber and RCC cover in 1:2:4 complete with any type of earth work involved all as specified and directed and testing on completion. Note :- PCC Chamber shall be constructed at least 0.50 mtr away from on the earth pit electrode and pipe for watering shall be provided in slanting manner
62Supply and fixing in replacement Deco ultra slim linear LED lighting fixture with co-extruded polycarbonate body environmental friendly energy efficient ready to use pack20 WLED batten, minimum lumen efficacy 120 lumen/ watt, cool white, 140-270V AC complete all as specified and directed by Engineer-in-Charge.
63Supply and fixing in repair 60 Watt energy saving, environment friendly IP66 LED flood lightluminaire with high efficacy 110 lumens/ watt complete with necessary connections all as specified and directed.
64Material and labour for XLPE insulated, PVC sheathed, galvanized steel strip or wire armoured, electric power cables ( heavy duty) 1100 volts grade with stranded aluminium conductor of size 10 sqmm 2 core laid in trenches/ culverts/ under roads through pipes complete all as specified and directed.
65Supply & laying old size sub class "B" bricks laid flat in trenches over the cable with the length of brickperpendicular to the directionof cable length, adjacent/abutting each othercomplete all as specified and directed by Engineer-in-Charge.
66Material and labour for sand cushioning with a layer of sand 8cm thick before laying of cable and 15 cm thick after laying of cable in trenches, punned down to thickness of 18cm complete all as specified. Note : Punned down thickness of 18cm will be measured for payment to contractor.
67Supply and fixing galvanised pipe light grade of ISI marked 32mm bore for cable protection under road/ floor/ wall along the pole including fiting complete all as specified and directed.
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