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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹44.1 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹44.6 L+₹44,566.46 (1.01%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹46.5 L+₹2.4 L (5.37%)Admitted-Finance 272 VIKAS KUNJ VIKAS PURI NEW DELHI 110018 | WEST | DELHI | 110018 | L3 | Admitted-Finance | ||
| 4 | L4₹53.0 L+₹8.9 L (20.1%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹61.5 L+₹17.4 L (39.5%)Admitted-Finance 1ST FLOOR B 3 111 9 YASHIKA APARTMENT KISHAN GARH VASANT KUNJ NEW DELHI 110070 | NEW DELHI | DELHI | 110070 | L5 | Admitted-Finance |
Tender Value
₹61.9 L
EMD Value
₹1.2 L
Closing Date
1 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER (E) PWD EMD SOUTH WEST
O/o Executive Engineer (E) PWD EMD South West Brar Square near Delhi Cantt Metro Station New Delhi
SITC of 16 Mtr High Mast
2026_PWD_294293_1
30/EE(E)/ PWD EMD South West/2026-27
Open Tender
Electrical Works
Percentage
90 days
works
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹1.2 L
4 Jul 2026
24 Jun 2026
1 Jul 2026
24 Jun 2026
1 Jul 2026
24 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supplying, installation, testing & commissioning of 16 mtrs. height High Mast Tower having in two sections, hot dip galvanized and suitable for wind velocity as per IS 875, bottom dia 360 mm and top 150 mm in polygonal structure, comprising of winch (Double drum, SWL 350 Kg.) for raising/lowering, integral motor push button station, pulleys, head frame, lightning protection finial & buffers, resting on the foundation bolts duly provided with stiffeners, double locking arrangement for the door and pole installed on the existing RCC foundation complete as per OEM specifications i/c supply and fixing following accessories. | |||||
| 1.01 | a) Hot dipped galvanised steel high mast having 20 side polygonal structures in two sections with flanges provided with strengthening gussets between bolt holes for stiffening complete with raising/ lowering mechanism, double drum winch, motor push button station, pulleys, head frame, lightening protection finial and buffers The overlap of bottom & Top section shall not be less than 750mm, The sections shall be stress / slip fitted without any circumferential weld in between. The Soil bearing capacity at site may be considered as 10T/Sq. Mtr at 2 Mtr depth | - | - | - | - |
| 1.02 | b) Galvanized Lantern carriage with 8 nos. arms secured tightly with suitable arrangement for fixing of 8 Nos. luminaires & other accessories complete etc. as required - 1 No. | - | - | - | - |
| 1.03 | c) It shall include 3 point suspension system with accessories for high mast including steel wire rope of 8 mm dia (7/19 construction SS316), EPR trailing cable, double drum winch, suitable for 8 luminaires symmetrically & its control gear boxes and lightning finial. -1Set. | - | - | - | - |
| 1.04 | d) Motor suitable to operate on 3Ph, 415V, 50Hz, 140 RPM detachable type for lowering and lifting mechanism -1No. | - | - | - | - |
| 1.05 | e) Supplying and drawing multicore, copper conductor flexible power trailing cables of appropriate rating for energizing the luminaries complete as per specifications attached - 1 Lot. | - | - | - | - |
| 1.06 | f) Supply of Foundation bolts 8 nos. of PCD of Foundation bolts 850 mm type TS 600 of dia 30 mm dia and length of foundation bolts 850 mm long manufactured from special for steel along with nuts, washers set of 3 nuts & 2 washer at each PCD hole, anchor plates & templates complete etc. as required.(For 16 mtr high mast foundation.) as approved by engineer in charge. | 15 | P/Cum | 1,80,915 | ₹27,13,725 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil. | 30 | P/Cum | 260.3 | ₹7,809 |
| 3Centering and shuttering including strutting, propping etc. and removal of frame work | |||||
| 3.01 | Foundations, footings, bases for columns | 45 | P/Sqmtr. | 392.15 | ₹17,646.75 |
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