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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹29.1 L
EMD Value
₹58,100
Closing Date
18 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
GE (AF) SUBROTO PARK
GE (AF) Subroto Park, Delhi Cantt Delhi-110010
As described in Bill of quantities
2026_MES_796258_1
GE/SP/TOKEN-75/2026-27
Open Tender
Miscellaneous Works
Item Rate
120 days
GE (AF) SUBROTO PARK
As per NIT and tender documents
9 documents required · 9 mandatory
₹500
GE (AF) SUBROTO PARK
₹58,100
Yes
29 Oct 2026
29 Oct 2026
21 Nov 2026
29 Oct 2026
18 Nov 2026
13 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supply and installation of Oil & Grease Trap Capacity -3000ltr underground installation. Grease separator plant should be made of Stainless Steel 304grade thickness - 1.5mm for longer life. dimension 2400x1200x1200mm (L, W & Ht). The grease separator should be cleaning via shaft manhole cover emptying via suction line nominal dia min 65mm and nominal pressure with 10kg with coupling for two side thread connection 100/100mm for suction line , fire hose quick coupling 75B and 2 1/2 blank cap and counter flange with fire hose quick coupling 75B and 2 1/2 blank cap. Top cover should be made by concrete frame with cast iron cover having clear opening of minimum 600mm dia . The cover should be odour-free when closed. The cover should be manufactured to meet 105 ton load class requirement, Grease separator plant should gas pipe provision.
Note :- (a) The rate shall be included for supply, installation, and provide three day training for oparation, function, cleaning, refixing and transportation
(b) Rate includes making good for all damages of exististing services like cable, sewage line, drains etc. | 1 | Each | - | - |
| 2 | Surface Excavation n exc 30 cm deep and averaging 15 cm deep and getting out Hard / dense soil complete all as specified and directed. | 8 | Sqm | - | - |
| 3 | Excavation over area , n exc 1.5m deep and getting out soft loose/hard and Dence soil complete all as specified and directed. | 7.96 | Cum | - | - |
| 4 | M&L for PCC 1:4:8 type D2,(using 40mm graded stone aggregates) as in foundation, filling and mass complete all as specified and directed. | 6.3 | Cum | - | - |
| 5 | Cutting into existing manholes for connecting new drains of 150mm bore pipe, making good to pipe 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 B-l smooth finished, and reforming benching as required complete all as specified and directed. | 6 | Each | - | - |
| 6 | Excavation in trenches n.exc 1.5m wide and n.exc1.5 m in depth for foundation, or shafts, wells, cess pits manholes, pier holes etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil / rock (soft / hard / dense soil /rock) complete all as specified and directed.. | 18 | Cum | - | - |
| 7 | Removing surplus excavated material out side MOD land complete all as specified and directed. | 9.4 | Cum | - | - |
| 8 | M & L for Returning & filling in including spreading, levelling, watering & well ramming in layers n.exc 25mm thick in soft/ hard / dense soil complete all as specified and directed. | 6 | Cum | - | - |
| 9 | M & L for concrete bed PCC 1:4:8 Type D2 (Using 40mm graded aggregate) to drain pipes 150 mm dia including packing under and hunching against the sides of pipes after they are laid and tested all as specified and as directed. | 39 | RM | - | - |
| 10 | S&F 150mm bore Reinforced concrete pipes, class NP 2 with one collar per length of pipe in any length including all fittings and jointing as per manufacturers instructions, complete all as specified and directed. | 40 | RM | - | - |
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