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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED BEING LOWEST QUOTED | |
| 2 | L2₹33.6 L+₹1.8 L (5.55%)Rejected-AOC | L2 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED | |
| 3 | L3₹42.6 L+₹10.7 L (33.6%)Rejected-AOC | L3 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| Sl No | Description | Qty | Unit | Ramdev and Sons L2 | Shree Builders L3 | Shivaang Enterprise L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth n.exc 10 sqm on plan for foundation of pole, laying of cables etc in soft/disintegrated rock and getting out complete all as specified and directed. | 786.8 | CUM | 200 ₹1,57,360 Lowest | 580 ₹4,56,344 | 500 ₹3,93,400 |
| 2.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth for foundation of pole,laying of cables etc in Hard and dense soil and getting out complete all as specified and directed. | 55.4 | CUM | 200 ₹11,080 Lowest | 400 ₹22,160 | 500 ₹27,700 |
| 3.00 | Excavation in trenches exc. 1.5m wide and n exc. 3.00m in depth for foundation etc or for shaft, wells, cesspits, man holes etc and getting out in soft/disintegrated soil/rock respectively complete all as specified and directed. | 154.5 | CUM | 500 ₹77,250 Lowest | 1,200 ₹1,85,400 | 700 ₹1,08,150 |
| 4.00 | Returning filling in, including spreading, leveling, watering and well ramming in layer not exc 25 cm with soil obtained from excavation complete all as specified and directed. | 68.3 | CUM | 150 ₹10,245 | 300 ₹20,490 | 100 ₹6,830 Lowest |
| 5.00 | Returning filling in including spreading, leveling, watering and well ramming in layer not exc 25 cm in any type of soft/distengrated rock complete all as specified and directed. | 500.3 | CUM | 150 ₹75,045 | 400 ₹2,00,120 | 100 ₹50,030 Lowest |
| 6.00 | Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed in Soft/ disintergrated rock complete all as specified and directed. | 349.1 | CUM | 200 ₹69,820 Lowest | 450 ₹1,57,095 | 200 ₹69,820 Lowest |
| 7.00 | M&L PCC (1:3:6) C-2 using 40mm graded stone aggregate as in mass concrete as in foundation filling and mass concrete all as completed as directed. | 13.9 | CUM | 4,000 ₹55,600 Lowest | 4,000 ₹55,600 Lowest | 5,000 ₹69,500 |
| 8.00 | M&L for cement concrete 1:2:4 type B2 (using 40mm graded stone aggregate) as in surface channels/drains, benching work including necessary form work complete all as specified and directed. | 5.9 | CUM | 5,000 ₹29,500 Lowest | 5,500 ₹32,450 | 5,500 ₹32,450 |
| 9.00 | M&L, providing cement concrete1:2:4 type B1 using 20mm grades aggregate as in , coping ,benching, bressumers, steps, incl necessary form work complete all as specified and as directed. | 2.8 | CUM | 4,000 ₹11,200 Lowest | 4,900 ₹13,720 | 6,000 ₹16,800 |
| 10.00 | M&L, precast cement concrete Block Masonary 1:3:6, type C1 (20mm graded stone aggregate) with solid blocks, exc 10 cm in width and setting in mortar 1:4 complete all as specified and directed . | 100.2 | CUM | 5,000 ₹5,01,000 Lowest | 5,200 ₹5,21,040 | 5,600 ₹5,61,120 |
Tender Value
Refer Docs
EMD Value
₹78,000
Closing Date
17 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE ARMY GANDHINAGAR
GE ARMY GANDHINAGAR PO BSF CAMPUS GANDHINAGAR 382045
PROVISION OF SEWAGE LINE NEAR 40 OR MD ACCN NEAR AMBAJI LINE AT MIL STN DHRAGNADHRA
2025_MES_727152_1
GE(A)/GNR/TOKEN/41 of 2025-26
Open Tender
Civil Works
Item Rate
180 days
MIL STN DHRAGNADHRA
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE ARMY GANDHINAGAR
₹78,000
Yes
23 Dec 2025
21 Aug 2025
24 Sept 2025
21 Aug 2025
17 Sept 2025
4 Sept 2025
21 Aug 2025 - 2 Sept 2025
Amount
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth n.exc 10 sqm on plan for foundation of pole, laying of cables etc in soft/disintegrated rock and getting out complete all as specified and directed.
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth for foundation of pole,laying of cables etc in Hard and dense soil and getting out complete all as specified and directed.
Excavation in trenches exc. 1.5m wide and n exc. 3.00m in depth for foundation etc or for shaft, wells, cesspits, man holes etc and getting out in soft/disintegrated soil/rock respectively complete all as specified and directed.
Returning filling in, including spreading, leveling, watering and well ramming in layer not exc 25 cm with soil obtained from excavation complete all as specified and directed.
Returning filling in including spreading, leveling, watering and well ramming in layer not exc 25 cm in any type of soft/distengrated rock complete all as specified and directed.
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed in Soft/ disintergrated rock complete all as specified and directed.
M&L PCC (1:3:6) C-2 using 40mm graded stone aggregate as in mass concrete as in foundation filling and mass concrete all as completed as directed.
M&L for cement concrete 1:2:4 type B2 (using 40mm graded stone aggregate) as in surface channels/drains, benching work including necessary form work complete all as specified and directed.
M&L, providing cement concrete1:2:4 type B1 using 20mm grades aggregate as in , coping ,benching, bressumers, steps, incl necessary form work complete all as specified and as directed.
M&L, precast cement concrete Block Masonary 1:3:6, type C1 (20mm graded stone aggregate) with solid blocks, exc 10 cm in width and setting in mortar 1:4 complete all as specified and directed .
Providing pre-cast Cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for manholes etc) and similar articles, set in CM (1:4) complete all as specified and directed. Note : Reingorcement shall be measured and paid separately.
Extra for forming fair finished drain or channel 30 CM inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
Add or deduct for each 25mm girth or part thereof over or under 30 cm as directed.
Supply only Integral waterproofing compound complete all as specified and directed.
M&L for TMT 6 to 8 mm dia bar, cut to length, bent to shape required, including cranking, bending, hooking ends, binding with and inlcuding mild steel wire (annealed) not less than steel wire 0.9mm dia or securing with clips complete all as specified and directed.
M&L for 15mm thick rendering in cement mortar 1:3 on fair face of brick works or concrete surface mixed with water proofing compound @3% by weight of cement complete all as specified and directed. Note : WPC shall be measured and paid seperately.
M&L for 15mm thick rendering in cement mortar 1:4 on fair face of brick works or concrete surface mixed with water proofing compound @3% by weight of cement complete all as specified and directed. Note : WPC shall be measured and paid seperately.
M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 150mm bore of pipe complete all as specified and directed.
M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 200mm bore of pipe complete all as specified and directed.
M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 300mm bore of pipe complete all as specified and directed.
S&F, reinforced concrete pipes class NP-3 drain pipe with collar laid in trenches and jointed as specified of bore of pipe 150mm complete all as specified and directed.
S&F, reinforced concrete pipes class NP-3 drain pipe with collar laid in trenches and jointed as specified of bore of pipe 200mm complete all as specified and directed.
S&F, reinforced concrete pipes class NP-3 drain pipe with collar laid in trenches and jointed as specified of bore of pipe 300mm complete all as specified and directed.
Cutting into existing manholes for connecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 150mm bore of pipe complete all as specified and directed.
Cutting into existing manholes for connecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cment concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 200mm bore of pipe complete all as specified and directed.
Cutting into existing manholes for connecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 300mm bore of pipe complete all as specified and directed.
Ramdev and Sons (BID ID -3425987)
Shree Builders (BID ID -3427737)
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