Military Engineer Services-MES has published Provn Of Fol Storage Shed At 725 ( I ) Ad Pl Asc, Provn Of Water Supply Line For 11 Jak Rif At Chuje Gg And Provn Of Dg Set For Station Security Light At Gyankhar Area Under Ge Tawang. Submission Date for this Tender is 30-07-2022. Diesel Generators Tenders in tawang Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Jul-2022 | Amendment in BOQ | BOQ | 26-07-2022 |
| 2 | 16-Jul-2022 | Amendment No. 2 | Date | 28-07-2022 |
| 3 | 20-Jul-2022 | Amendment No 4 | BOQ | 30-07-2022 |
| 4 | 20-Jul-2022 | Amendment No 3 | Date | 30-07-2022 |
| Sl. No. | Item Description |
| 1 | Supply, install, testingand commissioning of diesel engine driven generating set comprising of four stroke vertical cylinder water cooling , directly coupled with AC Alternator self excited , self regulated and screen protected dust and vermin proof with static excitation system capable of rated 160 KVA / 128 KW, 200 BHP, 415 Volts, 3 phase , 4 wire, 50 HZ fixed on common structural steel frame on anti vibration mounting pad including fuel tank with lines, 24 volts battery with cold starting starting arrangement etc. housed in and including sound proof accoustic enclousure canopy of suitable size as per manufacturer design including AMF control panel and necessary engine conforming to IS-10001/10002 and Alternator as per IS-13364 including control panel and necessary PCC foundation, excavation, returning filling and removing surplus soil complete all as specified and comprsing of the following :- (a) DG set shall have cold starter kit (L 3 Kit) to cope up with harshcold climatic condition at Tawang.(Arunachal Pradesh) (b) The Engine shall be capable to stand de-rating factor at Tawang for rated output of alternator. (c) Fuel tank with level indicator having storage capacity is not less than 8 Hours continious running. (d) Silencer and exhaust pipe lagging with temperature and low Lub oil pressure. (e) Engine safety protection for high temeratureand low Lub oil pressure. (f) Gauge and meters such as Lub oil pressure gauge, water temerature gauge, RPM Meter, Hours meter, etc. Note : (i) Any addn and alteration required for smooth functioning of DG Set at Tawang is deemed to be included in quoted rate.(ii) DG Set should be continuous Capable for taking 10% Over load for One hours in Any 12 Hours opeation Compelete taking into considration of local environmental condition ie, altitude/temperature.(iii) 12 hours testing is cumpulsory after installation of DG set.(iv) Cost of load & DHPP for testing of DG Set is Deemed to be included in the quoted rate.(v) Make -Kirloskar/Cummins/Greaves. |
| 2 | Materials and labour for earthing complete with galvanised steel earth plate electrode 60cmX60cmX6mm thick, burried 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 groundlevel, connected to galvanised earth lead strip 25×4mm by means of volts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No-3 of SSR Part-I connected to earthing test point all as specified or indicated including excavation and connected earth work in hard/dense soil, PCC 1:3:6 type C-1 as in pit, 20mm dia GI pipe medium grade for watering pipe, 15 mm bore GI medium grade earth lead protection pipe, 50 mm thick RCC 1:2:4 type B-1 cover slab of earth pit reinforced with 8 mm dia TMT bars @ 10 cm C/C both ways and with handle made out of 10 mm dia bars, funnel, strainer,charcoal and testing on completion all as specified and directed.by the Engr-in-Charge. |
| 3 | Supply, install, testingand commissioning of CPRI approved LT Panel board, outdoor type, floor mounted, free standing, dust and vermin proof, fabricated from 3.15 mm CRCA sheet, finished with powder coating & providing 150 Amp TPN copper bus and wiring including consisting of following items:-Incoming:- (i) MCCB 100 Amp, 4P,30 KA with spreader link.- 01 No. (ii) Digital voltmeter (0-500 V), CL-1 with volt selector switch.- 01 No. (iii) Digital Ammeter (0-100 A), CL-1 with Amp selector switch.- 01 No. (iv) CT 100/5A,tape wounded, CL-1.- 01 set. (v) LED type indicatiion lamp, R,Y,B indicators.- 01 set. (vi) MCB, SP, 6A.- 03 Nos. Outgoing:- (i)MCB 63A,TP,10KA.- 03 Nos. (ii) MCB 40A,SPN,10KA.- 03 Nos. |
| 4 | Materials and labour for 4 mm dia galvanised iron or steel wire earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as requiredcomplete all as specified and directed. |
| 5 | Materials and labour for XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 50 sq. mm 3.5 core. Drawn through pipe or fixed to wall/poles with suitable clamps, complete all as specified and directed. |
| 6 | Supply and Fixing or laid in trenches/floors double wallcorrugatedHDPE pipe 77 mm outer dia x 63 mm inner dia with coupler for cable protection complete all as specified and directedby the Engr-in-Charge. |
| 7 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation of poles etc. or for laying of cable, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed by the Engr-in-Charge |
| 8 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm of any type of soil complete all as specified and directed by Engr-in-Charge. |
| 9 | Removing excavated material to a distance not exc 50 m and depositing where directed at a level not exc. 1.5 mabove/below the starting point of any type of soil complete all as specified and directed by Engr-in-Charge. |
| 10 | Supply and laying or fixing or passing through pipe 1100 volts grade heavy duty cable PVC insulated stranded aluminium conductorserved with inner shethering of PVC tape armoured with galvanised steel wire or tape and overall PVC shetered 10 Sqm 2 Core nominal cross section in sevice connection including taking down old unserviceable service wire completeall as specified. |
| 11 | Supply & fixing rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 2000 Ltr capacityhoisted and fixed in position, connecting with existing pipes all as specified in SSR Part I complete all as specified and directed. |
| 12 | Supply and fixing 3-layer PP-R (Polypropylene random copolymer) concealed pipes, 50 mm dia, SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply all PP-R plain & brass threaded polypropylene random fittings laid in trenches complete all as specified and directed. |
| 13 | All as per item No 12 above but 25 mm dia. |
| 14 | Supply & fixing PP-R Gate valves (brass insert)for outer dia of pipe 50 mm as per requirement of the site complete all as specified and directed. |
| 15 | Supply & fixing PP-R Gate valves (brass insert)for outer dia of pipe 25 mm as per requirement of the site complete all as specified and directed. |
| 16 | Supply & Fixfloat valve assembly complete with PVC ball valve & flynutscrewed for iron pipe of 25 mm bore complete all as specified and directed. |
| 17 | Materials and Labour for Plain cement concrete (1:2:4) type B-2, using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 18 | Cutting existing steel tubing 40 or 50 mm bore for alterations or additions (Each cut measured). |
| 19 | Materials and labour for construction of Valve chamber ofinternal size 450x450x450 mmincluding necessary earth work excavation, PCC 1:4:8 in foundation type D2 using 40 mm grade stone aggregate, PCC solid block wall in CM 1:4, PCC 1:2:4 type B1 for copping, 15 mm thick rendering in CM 1:4 including provision of MS Sheet cover 3.15 mm thick with MS angle frame 25x25x3mm all round and at diagnals of size 40 x 40 x 6mm and also MS Plate welded to MS angle, embedded in concrete with suitable hinges and locking arrangement, including two coats of synthetic enamel paint over a coat of red oxide primer, necessary excavation earth work etc, all as specified and as directed. |
| 20 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out soft/loose soil. |
| 21 | Materials and Labour for Plain cement concrete (1:4:8) type D-2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified. |
| 22 | Materials and Labour for formwork to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam; and similar work; vertical or to batterfor rough finished flat surfaces of concrete complete all as specified and directed. |
| 23 | Materials and Labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished square, rectangular or polygonal surfaces of concrete complete all as specified and directed |
| 24 | Materials and Labour for formwork to faces of sides and soffits of floor or roof beams, cantilevers, shelves including supports, overhangs, etc for rough finished flat surfaces of concrete complete all as specified and directed |
| 25 | Materials and Labour for reinforced cement concrete (1:2:4) type B1 (nominal mix) using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc; basement slabs under reamed pillars and mass concrete complete all as specified and directed. (Note: Steel reinforcement shall be measured & paid separately) |
| 26 | Materials and Labour for reinforced cement concrete (1:2:4) type B1 (nominal mix) using 20 mm graded stone aggregate as in column, pillars, piers, post and struts complete all as specified and directed. (Note: Steel reinforcement shall be measured & paid separately) |
| 27 | Materials and Labour for reinforced cement concrete (1:2:4) type B1 (nominal mix) using 20 mm graded stone aggregate as in Beams, cantilevers, bressummers, lintels complete all as specified and directed. (Note: Steel reinforcement shall be measured & paid separately) |
| 28 | Materials and Labour for TMT bars 10 mm dia and over, as reinforcement for concrete cut to length, bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed. |
| 29 | Materials and Labour for TMT bars 8 to 10 mm dia in stirrups, spacers and binders, as reinforcement for concrete cut to length, bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed. |
| 30 | Materials and Labour for block masonry wall using solid blocks of precast cement concrete (1:3:6) type C1 using 20 mm graded stone aggt block , exceeding 10 cm in width and setting in cementmortar(1:6) as in wall complete all as specified and directed. |
| 31 | Materials and labour for broken stone or boulder hardcore of gauge n exe 63mm deposited, spread and levelled in layersn exe 15cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 32 | Materials and labour for walling of random rubble uncoursed,well bonded bedded and solidly hearted built in cement mortar (1:6) including finishing the joints, flush as the work proceeds complete all as specified as directed. |
| 33 | Materials and labour for 75 mm plain Cement Concrete (1:3:6), type C2 ( using 40 mm graded stone aggregate) as plinth protection./paving/footpath,finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed. |
| 34 | Materials and labour for 40 mm thick plain Cement Concrete (1:2:4), type B-1 (20mm graded aggregate) as in sub bases of floors, complete all as specified and directed. |
| 35 | S&F glass dividing strips, 3 mm thick and 38 mm width, complete all as specified and directed. |
| 36 | Materials and Labour for roof trusses (framed), trussed, purlins, crane gantries, rails and fastening (Beam, tee, angle, channel or flat sections) icluding distance pieces, cleats etc, complete all as specified & directed. |
| 37 | Supply and fixing Mild steel screw bolt not exceeding 12 mm dia neck(machine made) with hexagonal or square head at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square not exc 30 cmlong complete all as specified and as directed. |
| 38 | Supply and fixing second class hard wood plain solid straight chowkhats and frame wrought framed rebated on the soild, rounded or chamfered, put together with glue, pinned at joints, complete all as specified and directed. |
| 39 | Supply and fixing 30mm thick second class class hard woodglazed and skelton shutter, open rebated and prepared to receive glass gauze etc, divided into squares (with sash bar), edges of framing plain, chamfered or rounded,fitted with cut and mitred beads for securing glass exc., size of members of shutter as specified in SSR part-I, sec 8 clause 8.24(a), supplied and fitted to chowkats, complete all as specified and directed. |
| 40 | Supply and fixing 3 mm thick sheet glass, ordinary quality and glazing with oil putty in squaresn.exceeding 0.50sqm in each pane, complete all as specified and directed. |
| 41 | Supply and fixing 30 mm thick, 2nd class hard wood plain framed panelled shutters (any number of panels) with lock rail and panels of timber float on both side (feather edged) or of veneered panticle board medium density wood particle board with commercial face veneers, supplied and fitted to chowkhats complete all specified and directed. |
| 42 | Supply and fixing Mild steel butt hinges, medium weight, cold rolled 100 mm size, complete all as specified and directed. |
| 43 | Supply and fixing Aluminium anodized barrel tower bolts of extruded section, 125 mm long, complete all as specified and directed. |
| 44 | Supply and fixing Aluminium anodized barrel tower bolts of extruded section, 150 mm long, complete all as specified and directed. |
| 45 | Supply and fixing Aluminium handles, cast type, anodized, 100 mm size , complete all as specified and directed. |
| 46 | Supply and fixing for 250mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed, complete all as specified and directed. |
| 47 | Supply and fixing MS butt hinges medium weight 75mm long, complete all as specified and directed. |
| 48 | Materials and labour for rendering 10mm thickin cement morter (1:6) on fair faces of brick work or concrete surfaces, finished even and smoothwithout using extra cement, complete all as specified and directed. |
| 49 | Materials and labour for rendering 15mm thickin cement morter (1:6) on fair faces of brick work or concrete surfaces, finished even and smoothwithout using extra cement, complete all as specified and directed. |
| 50 | Supply and fixingPre-painted galvalume aluminum zinc coating (AZ-150) GI based corrugated 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. |
| 51 | Supply and fixing Pre-painted galvalume aluminum zinc coating (AZ-150) 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. |
| 52 | Materials and labour for applying two coats of synthetic enamel paint over a coat of pink primer including preparation of new untreated surfaces of ply wood or wood based materials of any description not otherwise described over 10cm width or girth complete all as specifed and directed. |
| 53 | Materials and labour for Preparation of new steel surfaces of any description over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 54 | Materials and labour for preparation of new plastered surfaces and applying two coats of cement based paint over a coat of cement primer on wall complete all specified and directed. |
| 55 | Materials and labour for applying three coats of white wash on new wall surface including preparation of surface, complete all as specified and directed. |
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