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Updated dates
Tender Value
₹29.8 L
EMD Value
₹59,620
Closing Date
10 Jun 2026, 6:00 pm5d left
HQ CWE PRAYAGRAJ
HQ CWE NEW CANTT PRAYAGRAJ
PROVISION OF 04 NOS X HIGH MAST LIGHT AT ABW CHHEOKI MIL STATION UNDER GE (WEST) PRAYAGRAJ.
2026_MES_761980_1
82081/W/E8
Open Tender
Civil Works
180 days
Prayagraj
Class D and Category b(i)
6 documents required · 6 mandatory
₹500
GE (West) Prayagraj
₹59,620
Yes
24 Apr 2026
24 Apr 2026
17 Jun 2026
24 Apr 2026
10 Jun 2026
27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in trenches in any type of soil n exc 1.5 mtr in width and n. exc 1.5 mtr in depth and getting out all as required for laying of cables, foundation filling of poles or stays and for rerouting of cables complete all as specified and directed. | |||||
| 2Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. | |||||
| 3Removing excavated material (soils) to a distance n.exc 50 m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed. | |||||
| 4Sand cushioning to U/G cable in layers of 23 cm thick (8 cm before laying the cable and 15 cm thick after laying the cable) in trenches complete all as specified and directed. Note: - Only punned thickness shall be measured and paid. | |||||
| 5M&L for Sub class ‘B’ bricks old size. laid dry flat over the cable abutting each other, length of cable equal to width of brick complete all as specified and directed. | |||||
| 6Supply, laying, testing and commissioning of XLPE PVC insulated of cross sectional area 25 sqmm 4 core, PVC sheathed armoured LT 1100 volts heavy duty with aluminum conductor passing through pipe, in duct, on poles, in trenches including fixing hardware, clamps, making good the damaged surfaces etc, as required complete all as specified and directed. | |||||
| 7M&L for boring under road horizontely of size 40/50 mm bore using GI pipe for passing of cable in road/path in hard/soft/ loose soil upto 2 mtr deep, complete all as specified and directed. | |||||
| 8M&L 50 mm dia galvanised steel tubing, light grade, with all necessary fittings and fixtures laid in trenches, fixed to walls, poles, under road/floor etc for cable protection with & including necessary clamp, nut bolt & washer, complete all as specified and directed. | |||||
| 9Supply and fixing Galvanised High Mast light with raising lowering system suitable for 8 lantern including 200 Watt,5700K,120 lumen/watt,CRI>70, LED Flood light Make- Philips Cat part No-BVP283LED240CW FGSY5NB 200WPSUSPD Luminaries symatrically fitted along with their Motorised control gear (wiring material from JB to individual luminaire & MCB in base compartment) and having two point suspension system with stainless steel wire rope of 6 mm dia 7/19 gauge and double drum winch with luminaries mounting arm, pulley assy, aviation obstruction light LED TYPE twin dome, lightening arrestor spike including earth work and RCC foundation M- 25 grade concrete,10 T/sqmtr at depth 2.0 Mtr as per height 16 meter with the following technical specification (a) MAST STRUCTURE : The High Mast shall be of continuously tapered, polygonal cross section polygon type (minimum 16 sides) of 15/16 meter in height presentinh good visual appearance and shall be based on proven design for 55 mtr/sec wind speed to given assured performance reliability and service. The Mast shall have an approximate Top diameter of say 150mm to 200mm and Bottom diameter of 350 mm to 450 mm.The weight of the Mast shall not exceed more than 1600 Kgs, excluding weight of luminaire , to maintain good elasticity of slender structure. | |||||
| 9.01 | (b) MAST CONSTRUCTION : The Mast shall be fabricated from special steel plates of S-355 grade as per BS EN 10025 grade, cut and folded to form polygonal section and shall be telescopically jointed and fillet welded. The welding shall be in accordance with BS 5135. The procedural were Geometry and the workmanship shall be exhaustively tested by the radio graphy on the completed welded and certificates submitted. The Mast shall be delivered in only 2 sections with out any circumferential welding at site, which shall be jointed together by slips-tress-fit method. The joining shall be stressing equipment, thus forming the sleeve joint. No site welding or bolted the joint will be accepted.The overlap distance shall have ful penetration of longitudinal welds. The base plate of the mast shall be at least 25 mm thick. An adequate door opening minimum 1400 mm x 300 mm shall be provided at base of each mast such as to permit clear excess to equipment like winches, including foundatuin bolts as manufacture design, cable plug and socket etc. The opening shall be complete with a close fitting vandal resistance, weather proof door provided with a heavy duty lock.For metal protection of the Mast, the entire fabricated Mast shall be hot dip galvanised internally and externally, having minimum average thickness of 65 microns.
Note:- The fixing of high mast shall be done as per OEM design & drawing. The design & drawing of foundation shall be submitted by the Contractor to GE for approval before start of work at ground. The cost of foundation including all accessaries and design/drawing are inclusived in rate of this item to be quoted by the Contractor no extra payment admissible | - | - | - | - |
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