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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC | ₹21.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.7 L+₹21,500 (1.00%)Rejected-Finance | ₹21.7 L+₹21,500 (1.00%) | L2 | Rejected-Finance L2 |
| 3 | L3₹24.9 L+₹3.4 L (15.9%)Rejected-Finance | ₹24.9 L+₹3.4 L (15.9%) | L3 | Rejected-Finance L3 |
| 4 | L4₹25.7 L+₹4.2 L (19.7%)Rejected-Finance 159 RANBIRPURA TEH DRASS DISTT KARGIL PIN 194102 | KARGIL | LADAKH | 194102 | ₹25.7 L+₹4.2 L (19.7%) | L4 | Rejected-Finance L4 |
| 5 | L5₹26.4 L+₹5.0 L (23.1%)Rejected-Finance SAIDAKADAL SRINAGAR KASHMIR | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹26.4 L+₹5.0 L (23.1%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S LIAQAT ALI KHAN L3 | Ms/ ladakh technical services L2 | M/S MOHD HUSSAIN L1 | M/S MOHD FAROOQ L4 | M/S AZAD CONSTRUCTION L6 | M/S UNIVERSAL ENGINEERS L7 | M/S SUN RISE BUILDERS L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Building Work
SCHEDULE 'A' PART-I
Construction of guard room S/S sloped roof with permanent specification with RCC framed structure,PCC block masonry,RMC and electrical supply with copper wiring etc Group II(Guard room) | 1 | Lump Sum | 14,50,000 ₹14,50,000 | 11,50,000 ₹11,50,000 Lowest | 11,50,000 ₹11,50,000 Lowest | 14,75,000 ₹14,75,000 | 15,50,000 ₹15,50,000 | 16,50,000 ₹16,50,000 | 15,25,000 ₹15,25,000 |
| 2.00 | Internal Water Supply
SCHEDULE 'A' PART-II
Lump Sum price worked out by the contractor for "Internal Water Supply" as listed in Schedule 'A' Part-II | 1 | Each | 22,500 ₹22,500 Lowest | 26,200 ₹26,200 | 25,900 ₹25,900 | 22,800 ₹22,800 | 23,100 ₹23,100 | 25,000 ₹25,000 | 22,900 ₹22,900 |
| 3.00 | Sewage Disposal
SCHEDULE 'A' PART-III
Lump Sum price worked out by the contractor for "Sewage Disposal" as listed in Schedule 'A' Part-III | 1 | Each | 65,000 ₹65,000 Lowest | 66,000 ₹66,000 | 65,900 ₹65,900 | 65,600 ₹65,600 | 67,800 ₹67,800 | 69,000 ₹69,000 | 67,500 ₹67,500 |
| 4.00 | Internal Electrification
SCHEDULE 'A' PART-IV
Lump Sum price worked out by the contractor for "Internal Electrification" as listed in Schedule 'A' Part-IV | 1 | Each | 2,50,000 ₹2,50,000 | 2,20,000 ₹2,20,000 | 2,15,900 ₹2,15,900 Lowest | 2,65,000 ₹2,65,000 | 2,72,000 ₹2,72,000 | 3,00,000 ₹3,00,000 | 2,70,000 ₹2,70,000 |
| 5.00 | External Water Supply
SCHEDULE 'A' PART-V
Lump Sum price worked out by the contractor for "Internal Electrification" as listed in Schedule 'A' Part-V | 1 | Each | 1,80,000 ₹1,80,000 | 1,50,000 ₹1,50,000 | 1,35,900 ₹1,35,900 Lowest | 1,85,000 ₹1,85,000 | 1,92,000 ₹1,92,000 | 2,00,000 ₹2,00,000 | 1,90,000 ₹1,90,000 |
| 6.00 | Special Items
SCHEDULE 'A' PART -VI
Lump sum price worked out by the contractor for "Schedule of Finishers" as listed in Schedule 'A' Part -VI | 1 | Each | 1,25,000 ₹1,25,000 Lowest | 2,15,000 ₹2,15,000 | 2,11,600 ₹2,11,600 | 1,28,000 ₹1,28,000 | 1,32,000 ₹1,32,000 | 1,50,000 ₹1,50,000 | 1,30,000 ₹1,30,000 |
| 7.00 | S&F on site LLDPE septic tank ( Capacity 5000Ltr)designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for connection etc., complete for 10 Users | 1 | Each | 15,500 ₹15,500 Lowest | 96,000 ₹96,000 | 95,900 ₹95,900 | 15,800 ₹15,800 | 16,200 ₹16,200 | 2,00,000 ₹2,00,000 | 15,900 ₹15,900 |
| 8.00 | Provide Soakage wells,including excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonry in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.80 M dia X 3.0 M effective depth all as per Drg No. CESZ/TD-1078/2011 sheet 1/1. | 1 | Each | 15,500 ₹15,500 Lowest | 1,60,000 ₹1,60,000 | 1,65,900 ₹1,65,900 | 15,800 ₹15,800 | 16,200 ₹16,200 | 2,00,000 ₹2,00,000 | 15,900 ₹15,900 |
| 9.00 | Supplying and laying double walled corrugated HDPE Pipes of size 40 mm dia as per IS 16205 Anti termite, Anti Rodency and Non flame propagation propety etc for protection of LT/HT cables complete all as specified and directed | 100 | RM | 3,500 ₹3,50,000 | 500 ₹50,000 | 450 ₹45,000 Lowest | 3,800 ₹3,80,000 | 4,100 ₹4,10,000 | 4,500 ₹4,50,000 | 3,900 ₹3,90,000 |
| 10.00 | Construction of brick masonary valve pit of size 60cmx60cmx90cm (internal dimension), foundation with 150mm thick PCC 1:4:8 type D2, brick work shall be full brick thick wall in CM (1:4), 15mm thick rendering in cement mortar (1:4) internally, external upto 15 cm from GL complete with MS angle iron frame work angle size 40x40x6mm fixed on top of valve pit by means of hold fast 150mm long embedded in PCC 1:2:4 type B1 of size 230mmx200mmx100mm, 3mm thick MS sheet top cover openable through hinges 02 Nos, handle and locking arrangement, painting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer on exposed surfaces and two coats of black bituminous paint over acoat of primer inside complete all as specified and directed. | 1 | Each | 13,500 ₹13,500 Lowest | 33,200 ₹33,200 | 32,900 ₹32,900 | 13,800 ₹13,800 | 14,900 ₹14,900 | 15,600 ₹15,600 | 14,200 ₹14,200 |
Tender Value
Refer Docs
EMD Value
₹42,980
Closing Date
21 Jun 2026, 6:00 pmClosed
GE Khumbathang
Khumbathang
GE/KHU-46/2026-27 PROVN OF 01 X GUARD ROOM WITH ATTACHED BATHROOM AND TOILET AT EME BN IN THE AOR OF AGE B/R-I KHUMBATHANG UNDER GE KHUMBATHANG
2026_MES_768910_1
GE/KHU-46/2026-27
Open Tender
Support/Maintenance Service
Lump-sum
180 days
GE Khumbathang
As per tender documents
8 documents required · 8 mandatory
₹500
GE Khumbathang
₹42,980
24 Aug 2026
31 May 2026
22 Jun 2026
31 May 2026
21 Jun 2026
15 Jun 2026
31 May 2026 - 14 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Building Work
SCHEDULE 'A' PART-I
Construction of guard room S/S sloped roof with permanent specification with RCC framed structure,PCC block masonry,RMC and electrical supply with copper wiring etc Group II(Guard room) | 1 | Lump Sum | 6,00,385.68 | ₹6,00,385.68 |
| 2 | Internal Water Supply
SCHEDULE 'A' PART-II
Lump Sum price worked out by the contractor for "Internal Water Supply" as listed in Schedule 'A' Part-II | 1 | Each | 14,764.02 | ₹14,764.02 |
| 3 | Sewage Disposal
SCHEDULE 'A' PART-III
Lump Sum price worked out by the contractor for "Sewage Disposal" as listed in Schedule 'A' Part-III | 1 | Each | 41,906.83 | ₹41,906.83 |
| 4 | Internal Electrification
SCHEDULE 'A' PART-IV
Lump Sum price worked out by the contractor for "Internal Electrification" as listed in Schedule 'A' Part-IV | 1 | Each | 1,42,195.66 | ₹1,42,195.66 |
| 5 | External Water Supply
SCHEDULE 'A' PART-V
Lump Sum price worked out by the contractor for "Internal Electrification" as listed in Schedule 'A' Part-V | 1 | Each | 91,048.79 | ₹91,048.79 |
| 6 | Special Items
SCHEDULE 'A' PART -VI
Lump sum price worked out by the contractor for "Schedule of Finishers" as listed in Schedule 'A' Part -VI | 1 | Each | 1,17,615.46 | ₹1,17,615.46 |
| 7 | S&F on site LLDPE septic tank ( Capacity 5000Ltr)designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for connection etc., complete for 10 Users | 1 | Each | - | - |
| 8 | Provide Soakage wells,including excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonry in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.80 M dia X 3.0 M effective depth all as per Drg No. CESZ/TD-1078/2011 sheet 1/1. | 1 | Each | - | - |
| 9 | Supplying and laying double walled corrugated HDPE Pipes of size 40 mm dia as per IS 16205 Anti termite, Anti Rodency and Non flame propagation propety etc for protection of LT/HT cables complete all as specified and directed | 100 | RM | - | - |
| 10 | Construction of brick masonary valve pit of size 60cmx60cmx90cm (internal dimension), foundation with 150mm thick PCC 1:4:8 type D2, brick work shall be full brick thick wall in CM (1:4), 15mm thick rendering in cement mortar (1:4) internally, external upto 15 cm from GL complete with MS angle iron frame work angle size 40x40x6mm fixed on top of valve pit by means of hold fast 150mm long embedded in PCC 1:2:4 type B1 of size 230mmx200mmx100mm, 3mm thick MS sheet top cover openable through hinges 02 Nos, handle and locking arrangement, painting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer on exposed surfaces and two coats of black bituminous paint over acoat of primer inside complete all as specified and directed. | 1 | Each | - | - |
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