Military Engineer Services Tender
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Costs
EMD
₹ 98,800Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_680834_1Tender No
8324/59/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
M & L earthing with galvanised steel earth plate electrode 60cmx60cmx6mm thick buried directly in ground vertically at a depth not less than 2.25 metres below normal ground level with top edge of the plate at a depth not less than 1.5 metres below normal ground level, connected with and including GI strip 32mm x 6mm upto test point (made of GI strip) and Al strip 25x3.15mm from test point to equipment in and including GI pipe 40mm bore light grade (IS-1239) as protection pipe (from top of earth plate up to the body of equipment) by means of GI bolts, nuts, check nuts and washers of GI and thimbles, earth plate surrounded by packed layers of charcoal dust and common salt 15cm thick, all around including top and bottom and watering pipe 20mm bore of GI pipe light grade with funnel and wire mesh, PCC chamber of size 300 x 300 x 300mm (top of chamber minimum 15 cm above the normal ground level (1:3:6) using 20mm graded stone aggregate and RCC cover (1:2:4) type B-I using 20mm graded crushed stone aggregate and angle iron frame including necessary excavation/ earth work in any type of soil/rock, test point of GI strip and as shown in Electrical plate No. 3 of SSR Part-I (2009) testing on completion complete all as specified.(cost of protection pipe/earth strip up to 7.5metres will be included in the unit rate quoted by the contractor) complete all as specified and directed.
6
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Supplying, laying, jointing and testing of under ground XLPE insulated PVC sheathed GI strip/wire armoured heavy duty electric cable LT with strandard aluminium conductor, 1100 volts grade of size 300 Sqmm 3.5 core, laid in trenches/floor/under road/through pipes /along wall complete all as specified and directed by Engineer-in-charge.
80
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-
Supplying, laying, jointing and testing of under ground XLPE insulated PVC sheathed GI strip/wire armoured heavy duty electric cable LT with strandard aluminium conductor, 1100 volts grade of size 185 Sqmm 3.5 core, laid in trenches/floor/under road/through pipes/along wall complete all as specified and directed by Engineer-in-charge.
50
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-
Dismantling cable connections, taking down of old XLPE LT cables carefully from wall, floor, trench and shifting to another location upto 1.5 KM for refixing complete all as specified and directed by Engr-in-Charge.
80
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-
Re-fixing old XLPE LT cables retrieved from ser item No. 5 above, laid in trenches/floor/under road/through pipes /along wall and including necessary connections and testing complete all as specified and directed by Engineer-in-charge. Note for item No. 3 to 6 : Excavation and earth work shall be measured and paid separately under relevent item.
80
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-
Supply and fix heat shrinkable straight through joint suitable for 1100 V XLPE/ PVC cable of size 185 sqmm 3.5 core complete incl disconnecting cable and re-connecting all as specified and directed.
1
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-
Shifting of old DG set 180 KVA with AMF panel including removing of all cable connections and shifting to another loc upto 1.5 KM, installation and connecting cables complete all as specified and directed by Engr-in-Charge. Note : DG set platform shall be measured and paid separately under relevant item.
1
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-
Material and labour for boring hole under the road / pavement / hard standing of any width with the help of trenchless technology using ultra sound technique and necessary machine not less than 1 mtr below ground level for laying pipes upto dia 80mm complete all as specified.
5
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-
Material and labour for cutting of existing PCC surface any type for for laying cables/pipes of size 150mm width and upto 150mm depth complete all as specified.
20
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-
Supply and fixing galvanised pipe light grade of 80 mm bore in any length as required incl jointing pipe with socket at site for passing of cable fixed to poles/walls/laid under floor, roads etc. complete with and including fittings as required compete all as specified and directed Engr-in-charge.
24
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-
M&L PCC (1:3:6) type C-2 using 40 mm graded stone aggregate for repair to PCC including necessary form work and fair finish to exposed surfaces without using extra cement complete all as specified and directed.
0.5
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-
Excavation in trenches in soft/loose soil not exceeding 1.50 mtr wide and not exceeding 1.50 mtr in depth for laying of cables and getting out complete all as specified and directed by Engineer-in-Charge.
22.5
-
-
Returing, filling in, including spreading, leveling watering and well ramming in layers not exceeding 25 cms thick each layer compete all as specified and directed by Engineer-in-Charge.
12.8
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-
Removal of surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engr-in-charge.
9.7
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-
Material 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 complete all as specified.
8.1
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-
Supply & laying old size sub class 'B' bricks laid flat in trenches over the cable with the length of brick perpendicular to the direction of cable length, adjacent/abutting each other complete all as specified and directed by Engineer-in-charge.
0.8
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-
Surface dressing in soft/loose soil n exc 15 cm deep complete all as specified and as directed
30
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-
Excavating in post holes (or similar holes) each n.exc 0.5 cum getting out in any type of soil returning, filling in and ramming earth in layers n.exc 25cm, watering and removing surplus soil to a distance n.exc 50m and making good surfaces complete all as specifed and directed.
8
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-
M & L for PCC 1:3: 6 type C-2 using 40mm graded aggregate as in Foundation filling and mass concrete complete all as specified and directed.
0.97
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-
Demolition of brick work built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed..
1.73
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-
M&L for Brick work with sub class ‘B’ brick, straight or curved on plan exc 6 m mean radius built in CM 1:6 complete .
10
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-
M&L for 15mm thick rendering in cement mortar (1:4) on brick work or concrete surfaces finished even and fair without using extra cement complete all specified and directed.
72
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-
M&L for Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over priming complete all as specified new surface of walls
72
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-
S & F Rolled/Hollow sections Fe 410-W (Gde-E-250) quality -A, as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed.
650
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-
S & F Pre- painted galvatume aluminum zinc coating 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 as specified.
50
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-
M&L for prepation of new steel sufaces exc 10 Cm width or girth and appling two coats of synthtic enamel paint over a coat of red oxide primer, complete all as specified and directed.
25
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-
M&L for hard core of broken stone or boulder of gauge not exc 63mm, deposited, spread and level in layers not exc 15cm thick watered and rammed to a true surface complete all as specified and directed.
4.5
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-
150 mm thick PCC (1:5:10) type E-2 using 40mm graded stone Cement concrete in foundations,filling and mass concretec omplete all as specified and directed.
3
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-
100 mm thick PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in sub base, sub floor of flooring, paving, path etc surfaces finished even and fair to receive top layer complete all as specified and directed.
30
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-
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