Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date7 Mar 2025
Closing Date29 Mar 2025
Tender Amount₹ 39,89,000
Costs
EMD
₹ 79,800Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_700503_1Tender No
8983/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Excavation post holes or similar holes, each not exceeding 0.5 Cum, getting out in hard/ dense soil, Returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 m and making good suface, complete all as specified and directed.
{Note : Total Qty - 10.00 [Part-I (B/R)] + 22.00 (Part-II) + 3.00 [Part-IV (B/R)] + 14.00 (Part-V) = 49}
49
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M&L Plain Cement Conctete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
{Note : Total Qty - 1.70 [Part-I (B/R)] + 1.15 [Part-I (Path)] + 6.08 ( Part-III) + 1.90 [Part-IV (B/R)] + 1.38 (Part-V) = 12.21}
12.21
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M&L Reinforced Cement Concrete M-25 design mix as in slab supported on walls, beams and columns in floors, roofs landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed.
{Note : Total Qty - 2.63 [Part-I (B/R)] + 2.00 [Part-I (Path)] + 0.50 [Part-IV (B/R)] = 5.13}
5.13
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Formwork rough flat surfaces to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick, complete all as specified and directed.
{Note : Total Qty - 2.45 [Part-I (B/R)] + 6.00 [Part-I (Path)] + 4.20 [Part-IV (B/R)] = 12.65}
12.65
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Formwork to sides of rough finished surfaces 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, complete all as specified and directed.
25
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M&L Mild steel bars 10mm dia and over, cut to length, bent to shape required, 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 or securing with clips, complete all as specified and directed.
{Note : Total Qty - 80.00 [Part-I (B/R) + 850.00 [Part-IV (B/R)] + 115.00 (Part-V) = 1045}
1045
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All as per Item No. 1.08 above but 5 mm dia and over upto and including 10 mm as stirrups, spacers and binders, complete all as specified and directed.
{Note : Total Qty - 70.00 [Part-I (B/R)] + 460.00 [Part-IV (B/R)] + 80.00 (Part-V) = 610}
610
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All as per Item No. 1.08 above but 6 mm to 8 mm dia for slab, complete all as specified and directed.
{Note : Total Qty - 150.00 [Part-I (B/R)] + 70.00 [Part-IV (B/R)] = 220}
220
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S&F MS steel work in tubular trusses, post/ purlin including special shaped washers base and bed plate cleat nut and bolt etc. complete using ERW or induction butt welded tubes confirming to IS 1161-1979 graded St-240 complete all as specified and directed.
150
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S&F MS roof truss (framed) trussed, purlins, posts, cranes, gantries and fastenings and rails, heavy brackets framing (beam, tee, angle, channel or flat section) including distance pieces cleat etc (Fe 290, Gde E 165), complete all as specified and directed.
{Note : Total Qty - 394.00 [Part-I (B/R)] + 2635.00 (Part-II) + 680.00 [Part-IV (B/R)] + 1750 (Part-V) = 5459}
5459
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S&F plates (Plain or chequered), channels, square! cut or notched (ordinary and counter sunk) forming holes without any attachment etc and fixed by riveting or welding or with nut and bolts (including nut and bolts) conforming to Fe-290-W Grade E-165, quality B, complete all as specified and directed.
{Note : Total Qty - 30.00 [Part-I (B/R)] + 110.55 (Part-II) + 66.00 [Part-IV B/R)] + 74.70 (Part-V) = 281.25}
281.25
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S&F prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strehgth of 550 Mpa as in roof covering / cladding to wall fixed with self tapping screws complete all as specified and directed.
{Note : Total Qty - 48.00 [Part-I (B/R) + 180.00 (Part-II) + 50.00 [Part-IV (B/R)] + 126.50 (Part-V) = 404.50}
404.5
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All as per item No. 1.14 above but plain steel sheet, complete all as specified and directed.
{Note : Total Qty - 5.00 [Part-I (B/R)] + 24.00 (Part-II) + 5.10 [Part-IV (B/R)] + 13.80 (Part-V) = 47.90}
47.9
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Earth filling under floor including spreading levelling in layers n.exc 25 cm thick and well ramming including watering as requried, complete all as specified and directed.
{Note : Total Qty - 1.26 [Part-I (B/R)] + 5.50 [Part-IV (B/R)] + 12.70 (Part-V) = 19.46}
19.46
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M&L hard core of broken stone boulder exc 63 mm but n.exc 100 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rolled/ rammed to a true surface, complete all as specified and directed.
{Note : Total Qty - 4.80 [Part-I (B/R)] + 30.00 [Part-I (Path)] + 27.00 (Part-III) + 7.30 [Part-IV (B/R)] + 20.70 (Part-V) = 89.80}
89.8
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M&L 75 mm thick Plain Cement Concrete (1:4:8) type D2 using 40 mm graded stone aggregate as in sub base of floor, complete all as specified and directed.
48
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M&L 40 mm thick Plain Cement Concrete (1:2:4) type B1 using 20 mm graded stone aggregate and finished the concrete surface even and smooth using extra cement, complete all as specified and directed.
48
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M&L glass dividing strips, 3 mm thick and 38 mm wide inserted in position, conforming to design, complete all as specified and directed.
50
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified and directed.
{Note : Total Qty - 0.44 [Part-I (B/R)] + 1.25 [Part-I (Path)] + 8.95 [Part-IV (B/R)] + 3.07 [Part-IV (E/M)] = 13.71}
13.71
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Removing excavated soil not exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point, complete all as specified and directed.
{Note : Total Qty - 1.56 [Part-I (B/R)] + 5.75 [Part-I (Path)] + 46.71 (Part-III) + 13.39 [Part-IV (B/R)] + 1.93 [Part-IV (E/M) = 69.34}
69.34
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M&L brick work witlh fly ash bricks. straight or curved on plan exc 6 m mean radius built in Cement Mortar (1:6), complete all as specified and directed.
{Note : Total Qty - 2.00 [Part-I (B/R)] + 14.00 [Part-I (Path)] = 16.00}
16
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M&L rendering 10 mm thick using Cement Mortar (1:6) on fair faces of brick masonry/ concrete surface and finished the even and smooth without using extra cement, complete all as specified and directed.
{Note : Total Qty - 30.00 [Part-I (B/R)] + 90.00 [Part-I (Path)] = 120.00}
120
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M&L preparation of newly plastered surfaces of wall by applying two coats of white wash, complete all as specified and directed.
{Note : Total Qty - 30.00 [Part-I (B/R) + 90 [Part-I (Path)] = 120.00}
120
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M&L preparation of new or previously untreated surfaces over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer, complete all as specified and directed.
{Note : Total Qty - 20.00 [Part-I (B/R)] + 110.70 (Part-II) + 30.00 [Part-IV (B/R)] + 70.00 (Part-V) = 230.70}
230.7
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M&L preparation of new or previously untreated metal surfaces of any description n.exc 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer, complete all as specified and directed.
1.5
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S&F rotational moulded polyethylene water storage tanks of multilayered (Min 3 layered) 500 Itrs capacity (cylindrical vertical with closed top) having 100% UV stabilized tank, UV stabilized lid, phthalate free polymer granules & additives, food grade polymer with FDA approval, antibacterial, antimicrobial, virgin polymer granules hoisted and fixed in position, complete all as specified and directed.
1
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S&F 20 mm bore ISI marked (IS : 778), CL-1, screwed end gun metal globe or gate valve with iron wheel head screwed both end for iron / GI pipe , complete all as specified and directed.
1
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M&L 20 mm bore galvanized water tube, medium grade with all fittings laid in trenches/ wall, complete all as specified and directed.
50
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S&F 15 mm bore bib cock cast copper alloy, chromium plated, with crutch or buttefly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed, complete all as specified and directed.
1
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PART-I : PATHWAY PORTION [Note : Other items of Part-I (Pathway) are clubbed up with Part-I (B/R).]
-
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Surface dressing n.exc 15 cm deep in soft/ loose soil, complete all as specified and directed.
200
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M&L 100 mm thick Plain Cement Concrete (1:3:6) type C2 using 40 mm graded stone aggregate as in sub base of floor, complete all as specified and directed.
{Note : Total Qty - 200.00 [Part-I (Path)] + 270.00 (Part-III) = 470.00}
470
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M&L 50 mm thick Plain Cement Concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in floors, complete all as specified and directed.
{Note : Total Qty - 200.00 [Part-I (Path)] + 36.00 [Part-IV (B/R) + 106.00 (Part-V) = 342.00}
342
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M&L sand filling under floor or in foundation or as cushion under floor including watering and consolidation, complete all as specified and directed.
{Note : Total Qty - 10.00 [Part-I (Path)] + 13.50 (Part-III) + 5.88 [Part-IV (B/R)] = 29.38}
29.38
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M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade, complete all as specified and directed.
{Note : Total Qty - 200.00 [Part-I (Path)] + 270.00 (Part-III) = 470.00}
470
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M&L plain cement concrete type B-0 (1:2:4) using 12.5 mm graded stone aggregate as in rounded or chamferred on edging, complete all as specified and directed.
{Note : Total Qty - 0.02 [Part-I (Path)] + 1.62 (Part-III) = 1.64}
1.64
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SCH 'A' PART-II :
[PROVN OF PARKING SHED FOR BICYCLE CUM SCOOTER STAND AND CAR PARKING NEAR OFFRS MESS OF AD BDE CAMP AT NABAGRAM MILITARY STATION (REV-10)] [Note : (i) Other items of Part-II are clubbed up with Part-I.
(ii) Abstract for MB Entry / RAR / Final Bill will be prepared separately for Part-II taking the rate from Part-I.]
-
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Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed.
1.1
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M&L Plain Cement Concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
{Note : Total Qty - 3.10 (Part-II) + 0.42 [Part-IV (B/R)] + 2.27 (Part-V) = 5.79}
5.79
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SCH 'A' PART-III :
[PROVN OF CONSTRUCTION OF FOOTHPATH ALONG ROAD AT KLP AT AAD BDE & SIG COY AT NABAGRAM MILITARY STATION (REV-11)] [Note : (i) Other items of Part-III are clubbed up with Part-I & Part-II.
(ii) Abstract for MB Entry / RAR / Final Bill will be prepared separately for Part-III taking the rate from Part-I & Part-II.]
-
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M&L providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and directed.
32.4
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M&L preparation of newly or previously untreated brick, stone, concrete surfaces of wall over 10 cm girth or width by applying two coats of synthetic enamel paint over one coat of cement based primer complete all as specified and directed.
189
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S&F in repairs PVC (SWR) pipe 110 mm bore single socketed in any length with rubber ring joints laid in trenches or in floors, complete all as specified and directed.
14
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SCH 'A' PART-IV :
[PROVN OF 01 X MECHANICAL TRANSPORT STORE FOR AD BDE CAMP AT NABAGRAM MILITARY STATION (REV-13)] [Note : (i) Other items of Part-IV are clubbed up with Part-I to Part-III.
(ii) Abstract for MB Entry / RAR / Final Bill will be prepared separately for Part-IV taking the rate from Part-I to Part-III.]
-
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PART-IV : B/R PORTION [Note : Other items of Part-IV (B/R) Portion are clubbed up with Part-I to Part-III.]
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All as per Item No. 1.02 here-in-before but exc 1.5 m in depth and not exceding 3.0m depth, complete all as specified and directed.
4.7
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M&L Reinforced Cement Concrete M-25 (Design mix) using 20mm graded stone aggragate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed piles and mass concrete, complete all as specified and directed.
{Note : Total Qty - 5.35 [Part-IV (B/R)] + 2.10 (Part-V) = 7.45}
7.45
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M&L Reinforced Cement Concrete M-25 (Design mix) using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts etc, complete all as specified and directed.
2
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M&L Reinforced Cement Concrete M-25 (Design mix) using 20mm graded stone aggregate as in Chajjas, complete all as specified and directed.
1.9
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M&L precast cement concrete type 1:2:4 type B1 using 20 mm graded aggregate and set in Cement Mortar 1:4 as in window or door cill, lintels etc, complete all as specified and directed.
1
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M&L Reinforced Cement Concrete M-25 (Design mix) using 20mm graded stone aggregate as in beams, cantilevers, bressumers, lintels over 1.5 m span, complete all as specified and directed.
3.5
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Formwork to rough finished flat surfaces 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, complete all as specified and directed.
{Note : Total Qty - 16.20 [Part-IV (B/R)] + 17.25 (Part-V) = 33.45}
33.45
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Formwork to rough finished flat surfaces of sqare, rectangular or polygonal sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and directed.
18.72
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Formwork to rough finished flat surface of chullah hoods, chajjas, troughs and similar items including edges, complete all as specified and directed.
2.91
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Formwork to rough finished flat surfaces of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams etc, complete all as specified and directed.
70
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M&L brick work with fly ash bricks, straight or curved on plan exc 6 m mean radius built in Cement Mortar (1:6), complete all as specified and directed.
{Note : Total Qty - 15.80 [Part-IV (B/R)] + 9.20 (Part-V) = 25.00}
25
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M&L rendering 10 mm thick with Water Proofing Compound using Cement Mortar (1:4) on fair faces of brick masonry/conc surface and finished the surface even and smooth without using extra cement, complete all as specified and directed.
Total Qty - 75.00 [Part-IV (B/R)] + 10.50 (Part-V) = 85.50
[Note : WPC will be measured & paid separately.]
85.5
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M&L rendering 15 mm thick using Cement Mortar (1:6) on other than fair faces of brick masonry/conc surface and finished the surface even and smooth without using extra cement, complete all as specified and directed.
120
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Supply only Integral waterproofing compound, complete all as specified and directed.
2.65
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M&L 100 mm thick Plain Cement Concrete (1:4:8) type D2 using 40 mm graded stone aggregate as in sub base of floor, complete all as specified and directed.
{Note : Total Qty - 36.00 [Part-IV (B/R)] + 106.00 (Part-V) = 142.00}
142
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M&L machine cut kota stone slab 20-25mm thick over 20 mm thick screed bed using cement mortar (1:6) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, complete all as specified and directed.
4.5
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M&L 75 mm thick Plain Cement Concrete 1:3:6 type C2 using 40 mm graded stone aggregate as in plinth protection etc surface finished even and smooth without using extra cement, complete all as specified and directed.
{Note : Total Qty - 22.75 [Part-IV (B/R)] + 18.40 (Part-V) = 41.15}
41.15
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S&F steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded, complete all as specified and directed.
5.8
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S&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 of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and directed.
40
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S&F sheet glass 4 mm thick ordinary quality glazing with metal frame in square n.exc 0.5 sqm in each panes, complete all as specified and directed.
4.8
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S&F 2nd class hardwood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed, complete all as specified and directed.
0.05
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S&F 35 mm thick 2nd class hardwood plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated, complete all as specified and directed.
2.2
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S& F Butt hinges, of size 100 mm length extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed type C-22, complete all as specified and directed.
3
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S&F Aluminium anodised barrel tower bolt of extruded section of size 125 mm long, complete all as specified and directed.
2
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S& F Aluminium alloy anodised sliding door bolt with hasp, staple (bolt type) 300 mm long and fixing clips to sheet cast or extruded sections and fixing bolt or cast aluminium alloy, complete all as specified and directed.
1
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S&F harrison rails, mild steel, chromium plated with fixing brackets, stops, rollers etc, complete all as specified and directed.
7.4
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S&F mild steel bolts with hexagonal or square head one end and screwed the other or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut exc 10 cm long n.exc 15 cm long dia metre of neck exceeding 11 to 15 mm, complete all as specified and directed.
{Note : Total Qty - 30.00 [Part-IV (B/R)] + 13.50 (Part-V) = 43.50}
43.5
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M&L & preparation of new or previously untreated wood and wood based surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of pink primer, complete all as specified and directed.
4.4
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M&L preparing newly plastered surfaces of wall and applying two coats of acrylic distempering over one coat of alkaline resistant primer as preparatory to distemper, complete all as specified and directed.
120
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M&L applying two coats of cement base paint on new plastered / unplastered surfaces of walls including preparation surface, complete all as specified and directed.
{Note : Total Qty - 75.00 [Part-IV (B/R)] + 80.50 (Part-V) = 155.50}
155.5
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PART-IV : E/M PORTION (INTERNAL ELECTRIFICATION) [Note : Other items of Part-IV (E/M) Portion are clubbed up with Part-I to Part-III & Part-IV (B/R) Portion.]
-
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M & L point wiring using ISI marked 1.1 kV grade two single core FR LSH PVC insulated, unsheathed stranded copper conductor of size 1.5 sqmm flexible cable, conforming to IS: 694- 1990, having multi-drawn thin strands of electrolytic copper conductors , conforming to IS: 8130- 1984 and insulation conforming to IS: 5831- 1984, for phase, neutral and earth continuity conductor connecting to earth dolly, drawn in not less than 25 mm NB PVC rigid medium grade, conduit, conforming to IS:14927 (Part 2)- 1983,
8
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Item Ser No 4.33 Contd....
colour-coded as specified in IS: 11353- 1985, including factory made sunken, galvanized, not less than 1.00 mm thick boxes, 3mm thick plastic laminated sheet top cover for light/fan/socket controlled by one switch complete with one 1.5 sqmm FR LSH ,PVC insulated unsheathed multistandard copper conductor 1100 volts grade green colour for earth continuity complete all a specified and directed.
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Item Ser No 4.33 Contd....
[NOTE : Circuit wire from DB to switch boards shall be included in the quoted rate. No additional payment will be paid to the contractor for the circuit submain.] (a) One light point controlled by one, One-way switch complete all as specified and directed.
-
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All as per item No. 4.33 to 4.35 but one fan point controlled by one, One-way switch complete all as specified and directed.
2
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All as per item No. 4.33 to 4.35 but one 5 pin, 5 Amp, Socket outlet point on same board with other switches including earth wire complete all as specified and directed.
1
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All as per item No. 4.33 to 4.35 but one 5 pin, 5 Amp, Socket outlet point on independent board complete all as specified and directed.
3
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All as per item No. 4.33 to 4.35 above but with 2.5 Sq.mm(Nominal area), single core, PVC insulated and unsheathed stranded FRLSH cable 1100 volts grade, ISI - 694 marked, including PVC insulated FRLSH stranded copper conductor 2.5 Sqmm single core cable as earth and connecting to common earth dolly complete all as specified for one 15 amps socket outlet point on independent board.
[Note:- Making good of disturbed surfaces will be done by contractor without any claims.]
2
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S&F switch piano flush type, 5 Amps, single pole 230V complete all as specified and directed.
14
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S&F multipurpose socket outlet, flush type, 3 pin, 5 Amps 230V complete all as specified and directed.
4
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S&F switch socket combination, 2 in 1,3 pin 6 &16 Amp, flush type 230V, complete all as specified and directed.
2
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S & F 6 A, 250 V high quality robust surface/ flush type polycarbonate / PVC ceiling rose, conforming to IS: 371- 1979, having 3 terminals and outside diameter not less than 63.5 mm complete all as specified and directed.
20
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S & F MCB (single pole & neutral) DB (double door), 8 way sheet metal enclosure SPN 240 V 50 Hz horizontal conforming to IEC 61439- 3, suitable for flush mounting with 200 A rated insulated & shrouded copper busbar for each phase, fully insulated & shrouded neutral bar, earth bar, wire set and cable ties for cable management, IP 43 & IK 09 protection with provision for FP RCBO as incomer and SP MCBs as outgoing, all complete as specified and directed. Note : MCBs shall be measured and paid in relevant items.
1
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S & F MCB for AC applications conforming to IS/IEC 60898-1-2002, 'C' curve having breaking capacity Icon = 10 kA, sliding bottom clamp, colour coded on/off indication on dolly, biconvex IP 20 protected lower terminals and sliding shutters, etc. of 6 to 32 Amp, single pole ,240V, 50 Hz complete all as specified and directed.
6
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S&F MCB double pole of rated capacity 20 to32 amps, 240 volts breaking capacity 10 KA, C-curve complete all as specified and directed.
1
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S & F LED lights fitting 1x 20W, 230V, decorative box type with driver heavy duty having THD110% with powder coated metallic housing and high quality poly carbonate diffuser connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete, holder including LED tube light connecting up complete all as specified as directed .
[Note: Purchase voucher and warranty certificate to be produced for claiming of payment.]
8
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S & F ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) complete all as specified and directed.
[Note : Purchase voucher and warranty certificate to be produced for claiming of payment.]
2
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M & L earthing complete with galvanized steel earth plate electrode of 60 cm X 60 cm X 6 mm size, buried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of the plate not less than 1.5 mtr below normal ground level, connected to galvanized Iron earth strip 25 X 4 mm thick by means of nuts bolts washers etc as earth lead by means of bolts, nuts, check nuts and washers of galvanized iron or steel, galvanized iron pipe light grade 15 mm diameter for protection of earthing
1
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Item No 4.49 Contd....
wire,(To be concealed in wall/floor) connected to earthing test point, all as shown in electrical plate No. 3 of MES Schedule Part I. , connected to earthing test point including testing on completion, excavation, earthwork, PCC earth pit of dimensions 550 mm X 550 mm (outer) and 300 mm X 300 mm (inner) and 250 mm deep with a PCC (1 3 6) type C1 using 20mm graded stone aggregate earth chamber ,40mm thick RCC cover type
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Item No 4.49 Contd....
B1 (1 2 4 ) B1 using 20mm graded stone aggregate with 8 mm dia tor reinforcrment 100mm c/cand 12 nn dia MS bar handle on top of cover on ground level, 20 mm dia GI watering pipe, funnel, etc. complete and testing resistance all as shown electrical plate No. 3 of SSR Part I & connected to earth continuity in completion all as specified and directed.
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PART-IV : EXTERNAL ELECTRIFICATION [Note : Other items of Part-IV (External Electrification) Portion are clubbed up with Part-I to Part-IV (E/M) Portion.]
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Supply and spreading /bedding sand cushioning for cable protection/cover in trenches 08 cm before laying of cable and 15 cm deep over the cable & punned down to 18 cm complete all as specified and directed.
[Note : Payment shall be made only for punned thickness.]
1.62
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Supply and laying Sub Class "B" Bricks Designation 75 as in cable Protection of size 250mmx125mmx50mm complete all as specified and directed.
0.2
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Supply, laying, testing complete XLPE insulated, armoured, screaned, PVC bedded, galvanized steel strip or wire armoured heavy duty electric cable with aluminium conductor, 1100 volt grade with stranded aluminium conductor of cross sectional area 10 Sqmm 2 core complete all as specified and directed.
30
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S&F GI Pipe, light grade, 40 mm bore with necessary accessories/ fittings bracing with pol/wall by FI clamps made with 32x6mm for cable protections/pole for crossing of culverts/nallah and complete all as specified and directed.
4
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Cutting the road / hard standings and excavating in trenches not exceding 0.40 mtr wide and not exc 0.80 mtr deep across the road for laying cable including making good the excavated portion by means of PCC 1:2:4, type B1 using 20mm graded stone aggregate complete and matching with the surroundings complete all as specified and directed.
2
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SCH 'A' PART-V :
[PROVN OF PARKING SHED FOR BICYCLE-CUM-SCOOTER NEAR OTHER RANKS LIVING AREA OF AD BDE CAMP AT NABAGRAM MILITARY STATION (REV-14)] [Note : (i) All remaining items of Part-V has been clubbed up with other items of Part-I to Part-IV which was indicated in respective item description.
(ii) Abstract for MB Entry / RAR / Final Bill will be prepared separately for Part-V taking the rate from Part-I to Part-IV for payment purpose.]
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M&L forming contraction/dummy joints 65 mm deep x 10 mm wide, filled with sealing compound grade 'A' complete all as specified and directed.
5.75
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