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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₹36.9 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED BEING LOWEST QUOTED | |
| 2 | L2₹38.6 L+₹93,495.35 (2.49%)Rejected-AOC | L2 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED | |
| 3 | L3₹39.6 L+₹2.0 L (5.29%)Rejected-AOC | L3 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED | |
| 4 | L4₹39.7 L+₹2.1 L (5.52%)Rejected-AOC 2 A NARENDRA APPARTMENT CENTRAL JAIL ROAD SUBHASH BRIDGE AHMEDABAD 380027 | AHMEDABAD | AHMEDABAD | GUJARAT | 380027 | L4 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED | |
| 5 | L5₹42.1 L+₹4.5 L (11.9%)Rejected-AOC | L5 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
Tender Value
Refer Docs
EMD Value
₹99,000
Closing Date
11 Jun 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
SPL REPAIR TO SEWAGE PIPE LINES AT MIL STN DHRANGADHRA
2025_MES_701182_2
GE(A)/GNR/TOKEN/92 of 2024-25
Open Tender
Civil Works
Item Rate
180 days
MIL STN DHRANGADHRA
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE ARMY GANDHINAGAR
₹99,000
Yes
1 Jul 2025
22 May 2025
18 Jun 2025
22 May 2025
11 Jun 2025
29 May 2025
22 May 2025 - 27 May 2025
Amount
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.
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.
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 and confirming to FE-410-S and 310-0) 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 compount @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 compount @3% by weight of cement complete all as specified and directed. Note : WPC shall be measured and paid seperately.
Supply & Fix in repairs, 75mm bore PVC(SWR) pipes single socketed , in any length with rubber ring joints, laid in floors complete all as specified and directed.
S&F in repairs, 110mm bore PVC(SWR) pipes single socketed , in any length with rubber ring joints, laid in floors complete all as specified and directed.
S&F PVC (SWR) bends of any radius with oval and access door of 75mm dia complete all as specified and directed.
S&F PVC (SWR) bends of any radius with oval and access door of 110mm dia complete all as specified and directed.
S&F, 75mm bore PVC (SWR) branch piece, single (Single Y) equal or unequal with access door complete all as specified and directed.
S&F, 110mm bore PVC (SWR) branch piece, single(Single Y) equal or unequal with access door complete all as specified and directed.
S&F, 75mm bore PVC (SWR), vent cowl complete all as specified and directed.
S&F, 110mm bore PVC (SWR), vent cowl complete all as specified and directed.
S&F PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement, complete fixed all as specified.
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 cement 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.
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed.
Demolition of reinforced cement concrete in any position not exc 15 cm thickness (below or above ground level) complete all as specified and directed.
Demolition of plain cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
Demolition and breaking up drain pipes (salt glazed stoneware, AC or RCC) set in cement mortar for 150mm bore of pipe complete all as specified and directed.
Demolition and breaking up drain pipes (salt glazed stoneware, AC or RCC) set in cement mortar for 200mm bore of pipe complete all as specified and directed.
Demolition and breaking up drain pipes (salt glazed stoneware, AC or RCC) set in cement mortar for 300mm bore of pipe complete all as specified and directed.
Demolition of cast iron or reinforced concrete drain pipe 110/75mm, jointed in cement mortar and taking out of trenches, if required etc. complete all as specified and directed.
MARA CONSTRUCTION CO (BID ID -3312536)
Aggarwal Brothers and company (BID ID -3320185)
Shree Krushna Supply Corporation (BID ID -3308021)
Prashiv Enterprise (BID ID -3311849)
Shree Khodal Infra Project (BID ID -3313396)
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