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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 | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical C 9 53 SECTOR 8 ROHINI NEW DELHI 110085 | NEW DELHI | NEW DELHI | DELHI | 110085 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical N A | NEW DELHI | DELHI | 110001 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.7 Cr
EMD Value
₹3.4 L
Closing Date
11 Jul 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
HQ Chief Engineer Delhi Zone
HQ Chief Engineer Delhi Zone, Delhi Cantt-10
ADDN/ALTN AND UPGRADATION OF SEWAGE SYSTEM AT BASE HOSPITAL UNDER GE EAST DELHI CANTT10 PARA 35 WORK
2025_MES_724224_1
CEDZ/TOKEN-29 OF 2025
Open Tender
Civil Works
Item Rate
270 days
Delhi Cantt
As per NIT
10 documents required · 10 mandatory
₹2,000
GE East
₹3.4 L
Yes
14 Jul 2026
2 Aug 2025
14 Jul 2026
20 Apr 2026
11 Jul 2026
27 Jun 2026
20 Apr 2026 - 25 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan in soft/loose soil and getting out, complete all as specified & directed. | 4,200 | Cum | - | - |
| 2 | Excavation in trenches not exc. 1.5m wide and exc. 1.5m in depth but n exc 3.0m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan in soft/loose soil and getting out, complete all as specified & directed. | 2,800 | Cum | - | - |
| 3 | Excavation in trenches not exc. 1.5m wide and exc. 3.0m in depth but n exc 4.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan in soft/loose soil and getting out, complete all as specified & directed. | 75 | Cum | - | - |
| 4 | Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm, complete all as specifed & directed. | 5,447.8 | Cum | - | - |
| 5 | Removing excavated material to a distance exceeding. 250m but n exceeding 500m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified & directed. | 1,627.3 | Cum | - | - |
| 6 | Demolition and breaking up drain pipes (Salt glazed stoneware, AC or Reinforced concrete) set in cement mortar, internal dia of pipe 150mm, complete all as specifed & directed. | 1,800 | RM | - | - |
| 7 | Demolition and breaking up drain pipes (Salt glazed stoneware, AC or Reinforced concrete) set in cement mortar, internal dia of pipe 200mm, complete all as specifed & directed. | 1,850 | RM | - | - |
| 8 | Demolition and breaking up drain pipes (Salt glazed stoneware, AC or Reinforced concrete) set in cement mortar, internal dia of pipe 300mm, complete all as specifed & directed. | 1,330 | RM | - | - |
| 9 | Demolition of brickwork or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified & directed. | 324 | Cum | - | - |
| 10 | Supply and fixing/laying class SN-8, dia of pipe 150mm & thickness of pipe as specified in IS 16098 (Part-2) : 2013, clause 6.3.1 table no 5 structured wall polythelene piping system (pipe with online/offline coupler and elastomeric sealing ring) with non smooth external anular corrugated and smooth internal surface (double wall) for non pressure underground sewerage & drainage application polythylene piping fitted with help of coupler attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying at prescribed gradient, depth and alignment, testing the water tightness of the joint, ensuring the continuity tests of the specified pipe segments etc including all necessary fittings (cost of fittings, rubber rings, gaskets etc includded), complete all as specified and directed. | 1,800 | RM | - | - |
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