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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.8 LAccepted-AOC | L1 | Accepted-AOC DUE TO L1 | |
| 2 | L2₹37.2 L+₹1.4 L (3.85%)Rejected-Finance RZ F1 104 MAHAVIR ENCLAVE PALAM NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L2 | Rejected-Finance HIGHER RATE |
| Sl No | Description | Qty | Unit | sony engineering works L1 | Ex Serviceman Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | M&L for apporved soild filling in floors or pavings, open area laid in layers n exc. 15 cm thick, spread, levelled, and blinded with earth and rammed including watering and consolidation complete all as specified and directed. | 20 | Cum | 3,500 ₹70,000 | 600 ₹12,000 Lowest |
| 2.00 | M&L for Hardcore of broken stones gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 5 | Cum | 1,800 ₹9,000 Lowest | 1,800 ₹9,000 Lowest |
| 3.00 | Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in any type of soil complete all as specified and directed. | 45 | Cum | 250 ₹11,250 Lowest | 250 ₹11,250 Lowest |
| 4.00 | Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in Soft/disintegrated rock complete all as specified and directed. | 5 | Cum | 300 ₹1,500 Lowest | 400 ₹2,000 |
| 5.00 | Excavation over areas n exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. | 50 | Cum | 250 ₹12,500 Lowest | 250 ₹12,500 Lowest |
| 6.00 | Excavation over areas exc 1.5 m and not exc 3.0m deep and getting out in soft/disintegrated rock complete all as specified and directed. | 50 | Cum | 350 ₹17,500 Lowest | 400 ₹20,000 |
| 7.00 | Excavation over areas exc 3.0 m and not exc 4.50M deep and getting out in HARD rock complete all as specified and directed. | 25 | Cum | 500 ₹12,500 Lowest | 600 ₹15,000 |
| 8.00 | Returning filling tn, incl spreading, levelling, watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed. | 60 | Cum | 50 ₹3,000 Lowest | 200 ₹12,000 |
| 9.00 | Removing surplus excavated soil to a distance not exc 50 Mtr & depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed. | 40 | Cum | 250 ₹10,000 | 100 ₹4,000 Lowest |
| 10.00 | M&L for cement concrete 1:3:6 type C-2 (40mm graded stone aggregate) as in sub base , and mass concrete complete all as specified and directed. | 20 | Cum | 3,500 ₹70,000 Lowest | 4,000 ₹80,000 |
Tender Value
Refer Docs
EMD Value
₹87,380
Closing Date
29 Dec 2025, 6:00 pmClosed
GE NEW DELHI
GE NEW DELHI, SP MARG NAR ABHM GATE NO 5
PROVN OF RAISING LOW LAYING AREA WITH FILLING MATERIAL, INTERLOCKING TILES, HARDSTANDING AND DRAIN NEAR BLDG NO P-57AND CERTAIN LOCATION AT ABHM UNDER GE NEW DELHI
2025_MES_743991_1
NIT No GE/ND-92/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE NEW DELHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE NEW DELHI
₹87,380
Yes
20 Mar 2026
10 Dec 2025
31 Dec 2025
10 Dec 2025
29 Dec 2025
22 Dec 2025
Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc and getting out in any type of soil complete all as specified and directed.
Excavation over areas exc 1.5 m and not exc 3.0m deep and getting out in soft/disintegrated rock complete all as specified and directed.
Removing surplus excavated soil to a distance not exc 50 Mtr & depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed.
M&L for Brick work with sub class "B" bricks , straight or curved on plan exc 6 m mean radius built in cement mortar (1:6),(up to two story Bldg) complete all as specified and directed.
M&L for cement concrete 1:4:8 type D-2 (40mm graded stone aggregate) as in sub base , and mass concrete complete all as specified and directed.
M&L for PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in surface channels, drains including all necessary form work complete all as specified and directed.
M&L for 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.
S&F precast factory made reinforced rectangular manhole/drain cover with or without hole of size 1200mmX500mmX75mm thick, confirming to IS: 12592 and IS:1726, factory made complete all as specified and directed by Engr-in-charge.
M&L for 15mm thick cement plastering in cement mortar 1:4 with WPC on fair faces of brick work or concrete surfaces finished even & fair without using extra cement complete all as specified and directed. (Note : WPC will be measured and paid separately as supply only.)
S&F PVC reinforced plain sheet for with approved profile and 2 mm thick of any colour as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge.
M&L for 100 mm thick cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base or sub floors or path complete all as specified and directed.
M&L for machine vibrated precast concrete interlocking paver/ tiles (glazed finish) with PU finished of any shape, any size, confirming to IS 15658-2006 of 80 mm thick and M-40 grade complete all as specified and directed.
M&L for cement concrete chequered PU coated tiles 300x300x25 mm thick with grey cement and no pigment, set and jointed in neat cement slurry and pointed in coloured cement to match the surfaces as in floors over and including 20 mm thick screed bed in cement mortar 1:6 complete all as specified and directed.
M&L for Cement concrete 40mm thick type B-1, 1:2:4 (using 20mm graded stone aggregate) in floors pavings etc finished even & smooth with out using extra cement complete all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specially provided for including cutting of reinforcement to facilitate demolition complete all as specified and directed.
M&L for TMT bars 10 mm dia & over as in reinforcement of columns, beams, RCC, slabs, chajjas, lintels etc cut to length bent to shape required including cranking, bending, spirally hoping for columns, hooking ends and welding the new reinforcement with old steel bars complete all as specified and directed by Engr in charge.
M&L for Mild steel Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, welded or forged into spikes, framed guard bars, frames, trass, pole, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work fixed in position including holdfasts or screws confirming to Fe.290.Gde-E-165 complete all as specified and directed.
M&L for preparation of new Steel surfaces of any description not otherwise described over 10 cms width or girth and apply two coats of synthetic enamel paint over a coat of red oxide zinc chromate primer complete all as specified and directed.
Dismantling of stone slab and tiles of any description or thickness in floors, apron, laid, dry and pointed complete all as specified and directed.
M&L for HDPE Black DWC Sewerage and Drainage Pipe 150 mm in trenches and jointed with using ruber gaskit and pipe joint lubricant for both end and 150 to 200 mm wide color joint socket shll be provided to cover the joint all around as per specefication and manufacture insturction complete all as specified and directed.
M&L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm/160 mm bore pipes complete all as specified and directed.
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