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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 LAccepted-AOC 3788 SHAH GANJ GB ROAD NEW DELHI 110006 | NEW DELHI | DELHI | DELHI | 110006 | L1 | Accepted-AOC l1 | |
| 2 | L2₹25.0 L+₹3.0 L (13.7%)Rejected-Finance WZ 1000 NANGAL RAYA PANKHA ROAD SOUTH WEST DELHI DELHI 110046 | DELHI | SOUTH WEST DELHI | DELHI | 110046 | L2 | Rejected-Finance Rejected not being lowest | |
| 3 | L3₹25.8 L+₹3.8 L (17.5%)Rejected-Finance | L3 | Rejected-Finance Rejected not being lowest | |
| 4 | L4₹27.0 L+₹5.1 L (23.1%)Rejected-Finance NO 9 BYRAVESHWARA INDUSTRIAL ESTATE ANDRAHALLI MAIN ROAD NEAR PEENYA 2ND STAGE BENGALURU 560 091 | BENGALURU URBAN | KARNATAKA | 560091 | L4 | Rejected-Finance Rejected not being lowest | |
| 5 | L5₹29.0 L+₹7.0 L (31.9%)Rejected-Finance | L5 | Rejected-Finance Rejected not being lowest |
| Sl No | Description | Qty | Unit | Surjit and Sons L5 | Vijay Electricals L4 | KISHORE ENTERPRISES L3 | Commercial Traders L1 | jay maa engineers L8 | dee vee enterprises L2 | Ruchi enterprises L7 | M/S ADHIKARI CONSTRUCTION CO. L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5m wide & not exceeding 1.5m in depth and n.exc 10 sqm on plan for foundations , laying of LT under ground cables/ GI pipes and steel tubular poles etc. and getting out as in soft / loose soil complete all as specified and directed by Engr-in-Charge. | 404.35 | CUM | 120 ₹48,522 | 100 ₹40,435 | 90 ₹36,391.5 | 85 ₹34,369.75 | 299 ₹1,20,900.65 | 50 ₹20,217.5 Lowest | 110 ₹44,478.5 | 149 ₹60,248.15 |
| 2.00 | Excavation in trenches not exceeding 1.5m wide & exc 1.5 m but not exceeding 3 m in depth and n.exc 10 sqm on plan for foundations , laying of LT under ground cables/ GI pipes and steel tubular poles etc. and getting out as in soft / loose soil complete all as specified and directed by Engr-in-Charge. | 0.81 | CUM | 300 ₹243 | 600 ₹486 | 160 ₹129.6 | 120 ₹97.2 Lowest | 299 ₹242.19 | 200 ₹162 | 200 ₹162 | 199 ₹161.19 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm deep as in soil complete all as specified and directed by Engr-in-Charge. | 236.11 | CUM | 50 ₹11,805.5 | 60 ₹14,166.6 | 50 ₹11,805.5 | 15 ₹3,541.65 Lowest | 99 ₹23,374.89 | 20 ₹4,722.2 | 30 ₹7,083.3 | 19 ₹4,486.09 |
| 4.00 | Removal of excavated material n.exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above in starting point all as specified and directed by Engr-in-Charge. | 169.07 | CUM | 60 ₹10,144.2 | 100 ₹16,907 | 80 ₹13,525.6 | 20 ₹3,381.4 | 199 ₹33,644.93 | 20 ₹3,381.4 | 20 ₹3,381.4 | 19 ₹3,212.33 Lowest |
| 5.00 | Material and labour for Sand cushioning/sand covering for underground cable protection complete all as specified and directed by Engr-in-Charge.
Note:- Measurement shall be taken after Punnning down. | 128.39 | CUM | 525 ₹67,404.75 | 600 ₹77,034 | 650 ₹83,453.5 | 320 ₹41,084.8 | 1,999 ₹2,56,651.61 | 200 ₹25,678 Lowest | 400 ₹51,356 | 299 ₹38,388.61 |
| 6.00 | Supply & fixing common burnt bricks as mechanical protection of this cables using old size sub class ‘B’ bricks laid dry flat over the cable width equal to the length complete all as specified and directed by Engr-in-Charge. | 13.63 | Per 1000 NOS | 5,500 ₹74,965 | 6,000 ₹81,780 | 3,000 ₹40,890 | 3,400 ₹46,342 | 6,499 ₹88,581.37 | 3,000 ₹40,890 | 5,000 ₹68,150 | 1,999 ₹27,246.37 Lowest |
| 7.00 | Supply, erection, testing and commissioning of minimum 15 meter high mast system with its accessories. Mast shall be in two/three sections, hot dip galvanized and suitable for wind velocity 70 M/ sec as per IS 875 part 3. It shall consist of GI lantern carriage suitable for 8 luminaries symmetrically & their control gear boxes and lighting finial, double drum winch with both motor and manual operation, suspension system with SS wire rope 6mm dia (7/19 construction), trailing cable of flexible copper conductor cable 5 core 2.5sq.mm (minimum), torque limiter adjustable type & provision of 01 No. aviation obstruction light (LED type) complete. The mast shall have an integral power tool with reversible option installed inside the base compartment for its operation complete all as specified and directed by Engr-in-Charge. | 2 | Each | 2,90,000 ₹5,80,000 | 3,50,000 ₹7,00,000 | 3,20,000 ₹6,40,000 | 2,45,000 ₹4,90,000 Lowest | 2,45,999 ₹4,91,998 | 3,15,000 ₹6,30,000 | 3,60,000 ₹7,20,000 | 2,99,999 ₹5,99,998 |
| 8.00 | Supply errection in position & fixing of complete lighting system using raising and lowering type of high mast tower of 16 Mtr conforming to IS 875 Part III 1987 and suitable for 180 KM/hour wind speed for mounting lantern ring suitable for fixing of 120 watts LED fiood lights fittings 09 Nos(symmetrically fitted, including wiring from ground level to top of the mast, the mast should be motor operated for up and down, double drum carriage, double drum winch 6 mm 316 grade SS having rope of 7/19 with central core SS, construction trailing cable 3 core x 2.5 sqmm 1 No per mast up to height, foundation nut and bolt of suitable size hot dipped galvanized from special steel along with nuts and washers, anchor plates and template & circuit wiring with 10 sqmm copper wire, and power tool control, including RCC foundation as per manufacturers design and drawing complete all as specified & directed by Engr-in-Charge. Notes for Item no. 7.00 & 8.00
(a) MAST STRUCTURE:- The high Mast shall be of continuously tapered, polygonal cross section polygon type (Minimum 16- Sides) of 16 Mtrs. in height presenting good visual appearance and shall be based on proven design to given assured performance, reliability and service. The Mast shall have an approximate top diameter of say 150 mm to 200 mm 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. | 2 | Each | 3,20,000 ₹6,40,000 | 3,50,000 ₹7,00,000 | 3,60,000 ₹7,20,000 | 2,45,000 ₹4,90,000 Lowest | 2,69,000 ₹5,38,000 | 3,15,000 ₹6,30,000 | 3,60,000 ₹7,20,000 | 2,99,999 ₹5,99,998 |
| 8.01(b) MAST CONSTRUCTION :- The Mast shall be fabricated from special steel plates of 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 weld geometry and the workmanship shall be exhaustively tested by the radiography on the completed welded and certificates submitted. The Mast shall be delivered in only 2 sections without any circumferential welding at site, which shall be joined together by slip-stressed-fit method. The joining shall be with stressing equipment, thus forming the sleeve joint. No site welding or bolted the joint will be accepted. The overlap distance shall have full penetration of longitudinal welds. The base plate of the mast shall be at least 25 mm. thick. An adequate door opening min 1400mm x 300mm shall be provided at base of each mast such as to permit clear access to equipment like winches, cable pug and socket, etc. The opening shall be complete with a close fitting vandal resistant, 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. | |||||||||||
| 8.02(c) DYNAMIC LOADING:- The Mast structure shall be designed for an assumed maximum reaction arising from the maximum wind speed at Mendhar and measured at a height of 10 Mtrs. above ground level . The design life of the Mast shall be min. 25 years. Wind excited oscillation shall be damped by the method of construction and adequate allowance made for the related stresses. The offered High Mast shall be a tested design. | |||||||||||
Tender Value
₹34.5 L
EMD Value
₹69,000
Closing Date
17 Apr 2026, 6:00 pmClosed
GE Utility Electric Supply
GE Utility Electric Supply Delhi Cantt-10
PROVN OF 02 X HIGH MAST LIGHTS AT 629 TPT COY ASC PROVN INSTALLATION OF SECURITY LIGHTS AT PERIMETER OF BLDG NO P 203 P 362 CVD DELHI CANTT IN THE AOR OF AGE U E S NO I PROVN OF 02 X HIGH MAST SECURITY LIGHT IN IHQ OF MoD
2026_MES_758037_1
GE ELECT/D-95/2025-2026
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
GE Utility Electric Supply
As per Tender Documents
7 documents required · 7 mandatory
₹500
GE Utility Electric Supply
₹69,000
Yes
10 Jun 2026
27 Mar 2026
20 Apr 2026
27 Mar 2026
17 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches not exceeding 1.5m wide & not exceeding 1.5m in depth and n.exc 10 sqm on plan for foundations , laying of LT under ground cables/ GI pipes and steel tubular poles etc. and getting out as in soft / loose soil complete all as specified and directed by Engr-in-Charge. | - | CUM | - | - |
| - | Excavation in trenches not exceeding 1.5m wide & exc 1.5 m but not exceeding 3 m in depth and n.exc 10 sqm on plan for foundations , laying of LT under ground cables/ GI pipes and steel tubular poles etc. and getting out as in soft / loose soil complete all as specified and directed by Engr-in-Charge. | - | CUM | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm deep as in soil complete all as specified and directed by Engr-in-Charge. | - | CUM | - | - |
| - | Removal of excavated material n.exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above in starting point all as specified and directed by Engr-in-Charge. | - | CUM | - | - |
| - | Material and labour for Sand cushioning/sand covering for underground cable protection complete all as specified and directed by Engr-in-Charge.
Note:- Measurement shall be taken after Punnning down. | - | CUM | - | - |
| - | Supply & fixing common burnt bricks as mechanical protection of this cables using old size sub class ‘B’ bricks laid dry flat over the cable width equal to the length complete all as specified and directed by Engr-in-Charge. | - | Per 1000 NOS | - | - |
| - | Supply, erection, testing and commissioning of minimum 15 meter high mast system with its accessories. Mast shall be in two/three sections, hot dip galvanized and suitable for wind velocity 70 M/ sec as per IS 875 part 3. It shall consist of GI lantern carriage suitable for 8 luminaries symmetrically & their control gear boxes and lighting finial, double drum winch with both motor and manual operation, suspension system with SS wire rope 6mm dia (7/19 construction), trailing cable of flexible copper conductor cable 5 core 2.5sq.mm (minimum), torque limiter adjustable type & provision of 01 No. aviation obstruction light (LED type) complete. The mast shall have an integral power tool with reversible option installed inside the base compartment for its operation complete all as specified and directed by Engr-in-Charge. | - | Each | - | - |
| - | Supply errection in position & fixing of complete lighting system using raising and lowering type of high mast tower of 16 Mtr conforming to IS 875 Part III 1987 and suitable for 180 KM/hour wind speed for mounting lantern ring suitable for fixing of 120 watts LED fiood lights fittings 09 Nos(symmetrically fitted, including wiring from ground level to top of the mast, the mast should be motor operated for up and down, double drum carriage, double drum winch 6 mm 316 grade SS having rope of 7/19 with central core SS, construction trailing cable 3 core x 2.5 sqmm 1 No per mast up to height, foundation nut and bolt of suitable size hot dipped galvanized from special steel along with nuts and washers, anchor plates and template & circuit wiring with 10 sqmm copper wire, and power tool control, including RCC foundation as per manufacturers design and drawing complete all as specified & directed by Engr-in-Charge. Notes for Item no. 7.00 & 8.00
(a) MAST STRUCTURE:- The high Mast shall be of continuously tapered, polygonal cross section polygon type (Minimum 16- Sides) of 16 Mtrs. in height presenting good visual appearance and shall be based on proven design to given assured performance, reliability and service. The Mast shall have an approximate top diameter of say 150 mm to 200 mm 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. | - | Each | - | - |
| 8.01 | (b) MAST CONSTRUCTION :- The Mast shall be fabricated from special steel plates of 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 weld geometry and the workmanship shall be exhaustively tested by the radiography on the completed welded and certificates submitted. The Mast shall be delivered in only 2 sections without any circumferential welding at site, which shall be joined together by slip-stressed-fit method. The joining shall be with stressing equipment, thus forming the sleeve joint. No site welding or bolted the joint will be accepted. The overlap distance shall have full penetration of longitudinal welds. The base plate of the mast shall be at least 25 mm. thick. An adequate door opening min 1400mm x 300mm shall be provided at base of each mast such as to permit clear access to equipment like winches, cable pug and socket, etc. The opening shall be complete with a close fitting vandal resistant, 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. | - | - | - | - |
| 8.02 | (c) DYNAMIC LOADING:- The Mast structure shall be designed for an assumed maximum reaction arising from the maximum wind speed at Mendhar and measured at a height of 10 Mtrs. above ground level . The design life of the Mast shall be min. 25 years. Wind excited oscillation shall be damped by the method of construction and adequate allowance made for the related stresses. The offered High Mast shall be a tested design. | - | - | - | - |
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