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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC | L1 | Accepted-AOC Overall accepted as L1 | |
| 2 | L2₹48.2 L+₹2.2 L (4.72%)Rejected-AOC GURGAON | GURUGRAM | HARYANA | 122001 | L2 | Rejected-AOC Overall rejected | |
| 3 | Not Admitted-Finance | - | Not Admitted-Finance Others-The bidder did not qualifies the FQR |
| Sl No | Description | Qty | Unit | RAHUL TRADERS L1 | GLOBE TECH SOLUTIONS CONSULTANCY PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (hydraulic excavator/manual means in foundation or pits of any size including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, including all leads and lifts. | 100 | Cumt. | 54,800 ₹64,664 Lowest | 75,500 ₹89,090 |
| 2.00 | Supply and spreading of earth by earth work in excavation by mechanical means over surface areas in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering including all leads and lifts( land of earth supply to be arranged by the contractor at his own cost) | 250 | Cumt. | 1,54,500 ₹1,82,310 | 1,00,000 ₹1,18,000 Lowest |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level | |||||
| 4.00 | (A) Ratio 1:4:8 ( 1 cement 4coarse sands: 8 graded stone aggregate 4o mm nominal size) | 90 | Cumt. | 6,47,100 ₹7,63,578 Lowest | 6,57,000 ₹7,75,260 |
| 5.00 | (B) Ratio 1:2:4 ( 1 cement 2coarse sands: 4 graded stone aggregate 2o mm nominal size) | 90 | Cumt. | 9,01,350 ₹10,63,593 Lowest | 9,45,000 ₹11,15,100 |
| 6.00 | (C) Ratio 1:1.5:3 ( 1 cement 1.5coarse sands: 3graded stone aggregate 2o mm nominal size) | 50 | Cumt. | 5,35,000 ₹6,31,300 Lowest | 5,45,000 ₹6,43,100 |
| 7.00 | Brick work with common burnt clay F.P.S. (Non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4((1 cement : 4coarse sand) | 110 | Cumt. | 9,37,750 ₹11,06,545 Lowest | 9,68,000 ₹11,42,240 |
| 8.00 | Steel reinforcement of RCC work including straightenning, cutting, bending, placing in position and binding using thermo technically treated bars of appropriate sizewss in the footing, column, beam structure etc. including cost of labour, material, labour and T&P etc. | 2.25 | MT | 2,02,050 ₹2,38,419 Lowest | 2,02,500 ₹2,38,950 |
| 9.00 | Steel work welded in built up section/framed work, including cutting, hoisting, fixing etc. as required in grating, frames guard bar and similar works including cost of material, labour and T&P complete in all respect as per direction of engineer incharge. | 0.3 | MT | 43,798.2 ₹51,681.88 Lowest | 44,100 ₹52,038 |
| 10.00 | Structural steel work riveted bolted or weilded in built up section trusses and framed work inccluding cutting hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect. | 2 | MT | 2,26,260 ₹2,66,986.8 Lowest | 2,30,000 ₹2,71,400 |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
5 Apr 2025, 5:00 pmClosed
Chief Engineer
Office of CE, OandM, Kumaon Zone, PTCUL, Haldwani
New construction of closed store shed cum development of site approach, drainage etc. and internal/external electrification of store shed premises at 132KV S/s, Rudrapur under 220KV OandM Division, PTCUL, Jafarpur
2025_PTC21_81200_1
CE/OandM/PTCUL/HLD/113/2024-25
Open Tender
Civil Works - Others
Item Rate
180 days
132KV S/s, Rudrapur
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
EE, 220KV OandM Division, PTCUL, Jafarpur
₹1.6 L
Office of CE, OandM, Kumaon Zone, PTCUL, Haldwani
12 Sept 2025
7 Mar 2025
7 Apr 2025
7 Mar 2025
5 Apr 2025
7 Mar 2025
22 Mar 2025
Earth work in excavation by mechanical means (hydraulic excavator/manual means in foundation or pits of any size including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, including all leads and lifts.
Supply and spreading of earth by earth work in excavation by mechanical means over surface areas in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering including all leads and lifts( land of earth supply to be arranged by the contractor at his own cost)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level
(A) Ratio 1:4:8 ( 1 cement 4coarse sands: 8 graded stone aggregate 4o mm nominal size)
(B) Ratio 1:2:4 ( 1 cement 2coarse sands: 4 graded stone aggregate 2o mm nominal size)
(C) Ratio 1:1.5:3 ( 1 cement 1.5coarse sands: 3graded stone aggregate 2o mm nominal size)
Brick work with common burnt clay F.P.S. (Non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4((1 cement : 4coarse sand)
Steel reinforcement of RCC work including straightenning, cutting, bending, placing in position and binding using thermo technically treated bars of appropriate sizewss in the footing, column, beam structure etc. including cost of labour, material, labour and T&P etc.
Steel work welded in built up section/framed work, including cutting, hoisting, fixing etc. as required in grating, frames guard bar and similar works including cost of material, labour and T&P complete in all respect as per direction of engineer incharge.
Structural steel work riveted bolted or weilded in built up section trusses and framed work inccluding cutting hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect.
Internal and external plastering of brick work excuted in walls and other places in following thickness including cost material, labour and T&P complete in all respect
12 mm plaster of mix ratio 1:4 (1 cement 4 coarse sand)
15 mm plaster of mix ratio 1:4 (1 cement 4 coarse sand)
Distempering with 1st quality acrylic distemper having VOC content less than 50 gram/ liter of approved manufacturer and of required shade and colour Two or more coat including water thinnable priming coat with cement primer having VOC content less than 50 gram/liter.
Wiring for light points/fan points exhaust fan points call bell points with 1.5 sqmm FRLS PVC insulated copper conductor single core. Required as per site condition including cost of all consumable material, labour and T&P complete in all respect
Providing, installation, testing and commissioning of ceiling fan of reputed make including wiring the down rods of standard length upt 30 cm with 1.5 sqmm FRLS PVC insulated copper cover on the fan box etc. required as per site condition including cost of all consumable material, labour and T&P complete in all respect.
Installation testing and commissioning of MPS air roof ventilators exhaust fan (full size) of reputed make in the existing opening including making good the damage connection testing, commissioning etc. required as per site conditions including cost of all consumables material, labour and T&P complete in all respect.
providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nut 8mm diameter with bitumen and G.I. impet washers or with G.I. limpet washers filled with white lead. Including a coat of apprved steel primer and two coats of pproved paint on overlapping of sheets complete( upto and pitch in horizontal/vertical or curved surface excluding the cost of purions raffer and trusses but including cutting of size and shape wherever required and all material, labour and T&P for completion of work.
Providing ridges or hings of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limped and bitumin washers complete than 275 gm/sqm including cost of material, labour and T&P for completion of work etc.
Aluminium structural work for office cabin i.e. fixing aluminium work for doors, windows ventilators and partition with extruded built up standard tubular section appropriate Z section of approved make conforming IS 733 and IS:1285 fixing with dash fasteners of required dia and size including necessary filling up the gaps at junction i.e. at top bottom and sides with required EPDM rubber neoprene gasket etc. Alluminium section shall be polyester powder coated aluminium (minimum thickness of polyster powder coating 50 micron) smooth rust free straight mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing paneling C.P. brass/stainless steel screws all complete as per architectural drawing including all consumables material labaour and T&P for completion of work, this work has to be done at 220 KV substation Jafarpur.
GLOBE TECH SOLUTIONS CONSULTANCY PVT LTD (BID ID -371568)
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