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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.5 LAccepted-AOC NEAR TCP DOMAIL WARD NO 2 UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L1 | Accepted-AOC L1 | |
| 2 | L2₹47.7 L+₹5.8 L (13.8%)Rejected-Finance MILITARY HOSPITAL ROAD UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹55.8 L+₹13.9 L (33.2%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹56.5 L+₹14.6 L (34.8%)Rejected-Finance BATHAIPAR RAWATPAR DEORIA DEORIA UTTAR PRADESH 274001 UDYAM UP 21 0039531 | DEORIA | UTTAR PRADESH | 274001 | L4 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | RANBIR ENTERPRISES L2 | ATUL TRADING CO L4 | PROACH ASSOCIATES BUILDERS & ENGINEERS L3 | TULSI RAINA AND SONS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work 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 etc, complete all as specified and directed by Engr-in-charge. | 1 | Cum | 150 ₹150 Lowest | 400 ₹400 | 470 ₹470 | 150 ₹150 Lowest |
| 2.00 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engr-in-charge. | 1.5 | Cum | 150 ₹225 Lowest | 800 ₹1,200 | 800 ₹1,200 | 200 ₹300 |
| 3.00 | Brick work with sub class 'B' bricks straight or curved on plan, exceeding 6 m mean radius with old size bricks, built in cement mortar 1:6, complete all as specified and directed by Engr-in-charge. | 1 | Cum | 10,000 ₹10,000 | 5,000 ₹5,000 | 4,900 ₹4,900 Lowest | 5,500 ₹5,500 |
| 4.00 | Plain cement concrete, 1:3:6 type C-2 (using 20 mm graded crushed stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed by Engr-in-charge. | 1.5 | Cum | 3,200 ₹4,800 Lowest | 4,000 ₹6,000 | 4,900 ₹7,350 | 3,802 ₹5,703 |
| 5.00 | Dismantling of wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engr-in-charge. | 2 | Qtls | 8,500 ₹17,000 | 600 ₹1,200 | 500 ₹1,000 | 200 ₹400 Lowest |
| 6.00 | Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings, complete all as specified and directed by Engr-in-Charge. | 290 | Sqm | 50 ₹14,500 | 20 ₹5,800 | 15 ₹4,350 Lowest | 20 ₹5,800 |
| 7.00 | M&L for designing, providing fabricated assembing and erection of pre stressed special Arch membrane roofing structure with MS tubular frame work (As per IS structural teel) in desired profile as per conceptual drawing with type II precontraint as per manufacturing and suplying standards by serge Ferrari/vesrseidag/Sioen. The membrane should confirm to the manufacturing and supplying standards by being pre streched in both weft and weft direction manufacturing to platform bet dyanamic stability in both warp and srap direction with approved installaers and manufacture for Arch roofing with and atleast two executed job refrence in the connection, complete all as specified and directed by Engr-in-charge. | 290 | Sqm | 10,900 ₹31,61,000 | 9,400 ₹27,26,000 | 9,100 ₹26,39,000 | 7,201 ₹20,88,290 Lowest |
| 7.01The fabric must be of HT polyster yarns 1100D tex coated with uniform 230 micron PVC coating over the polyster yarn. The top quote over the PVC must be of height concertation with easy clean availability and superior white pigmantation of the membrane. the dimensional stability of the fabric should be measure as per elongation test of 24 hrs 10 DAN/5cm which should confirm <1%-<1%(EN15977) and residual elongation should confirm <0.4%-0.4% (EN15977) ensuring dimensional stablity in both weft and wrap direction, minmum weight should be 900 to 950 gm per sqm ( EN ISO 2286-2) 4200/4000N/ 50mm (EN ISO1421) and tear strength of 550/500N (DIN53363) and with a guarantee of 10 yrs (with non dereciated guarantee for first three yrears) from manufacturer, pole to pole spacing of fabric should be as Arch drg, Plan area of covering used for cantilever car parking chargeable area will be fabric surface area including the measurement of the fitting used for fixing the civil drawing of foundation ill be provided by the B22supplier and the foundation if any shall be made by contractor. | |||||||
| 7.02S.No 7.00 contd Measurement for payment shall be taken as tensile fabric area. The wind pressure report alongwith foundation drawing shall be provided by the supplier/ contractor for future reference as per direction of Engr-in charge approved by GE Minimum design criteria of structure : Round pipe pillar 250mm dia, Rafter round 125 mm dia connecting Rafter pole to pole 125mm dia cantilever round/ purlin 75 mm dia (sizes of pillar, rafter, purlin can be change as per direction by Engr-in charge) base plate 450x550 mm, SS plate Nd 25 mm dia nut bolt GI wire rope for fabric, Deco primer and paint 900 GSM Sione white fabric, pole to pole distance 3.35m/6.7m clear height is 2.25m, excavation pit size 1m x1mx 1.2 m, lean concrete 150 mm thick (1:4:8) type D2 for col footing, 20 mm dia TT bar in footing and base column at spacing 100mm centre to centre and also refer IS:456 considering wind pressure structural design, foundation of RCC M-30 (Design Mix) all catered work is deemed to be included in unit cost. | |||||||
| 8.00 | Taking down cement plaster including tiles of any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed by Engr-in-charge. | 90 | Sqm | 15 ₹1,350 | 50 ₹4,500 | 59 ₹5,310 | 10 ₹900 Lowest |
Tender Value
₹50.0 L
EMD Value
₹1 L
Closing Date
15 Jan 2026, 6:00 pmClosed
GE (Utilities) Udhampur
GE (Utilities) Udhampur PO-Garhi Pin-182121
Certain B/R repair to other than Hosp bldgs and E/M installations at CH NC and Repair/Maint of internal wiring alongwith connected accessories including certain repairs to other than Hosp bldgs and E/M installations at CHNC and other areas under GE (
2025_MES_738425_2
GE/U-72/2025-26
Open Tender
Miscellaneous Works
Item Rate
120 days
GE (Utilities) Udhampur
AS PER NIT
8 documents required · 8 mandatory
₹500
GE (Utilities) Udhampur
₹1 L
20 Feb 2026
1 Jan 2026
17 Jan 2026
1 Jan 2026
15 Jan 2026
8 Jan 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: GE Utilities Udhampur
Name of Work: Certain B/R repair to other than Hosp bldgs and E/M installations at CH NC and Repair/Maint of internal wiring alongwith connected accessories including certain repairs to other than Hosp bldgs and E/M installations at CHNC and other areas under GE (Utilities) Udhampur.
Contract No: GE/U-72/2025-26
Ser. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words
Demolition of brick work 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 etc, complete all as specified and directed by Engr-in-charge. BI01010001010000000000000515BI0100001132 Cum 0.0000 Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos
The fabric must be of HT polyster yarns 1100D tex coated with uniform 230 micron PVC coating over the polyster yarn. The top quote over the PVC must be of height concertation with easy clean availability and superior white pigmantation of the membrane. the dimensional stability of the fabric should be measure as per elongation test of 24 hrs 10 DAN/5cm which should confirm <1%-<1%(EN15977) and residual elongation should confirm <0.4%-0.4% (EN15977) ensuring dimensional stablity in both weft and wrap direction, minmum weight should be 900 to 950 gm per sqm ( EN ISO 2286-2) 4200/4000N/ 50mm (EN ISO1421) and tear strength of 550/500N (DIN53363) and with a guarantee of 10 yrs (with non dereciated guarantee for first three yrears) from manufacturer, pole to pole spacing of fabric should be as Arch drg, Plan area of covering used for cantilever car parking chargeable area will be fabric surface area including the measurement of the fitting used for fixing the civil drawing of foundation ill be provided by the B22supplier and the foundation if any shall be made by contractor. BI01010001010000000000000515BI0100001139 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos
S.No 7.00 contd Measurement for payment shall be taken as tensile fabric area. The wind pressure report alongwith foundation drawing shall be provided by the supplier/ contractor for future reference as per direction of Engr-in charge approved by GE Minimum design criteria of structure : Round pipe pillar 250mm dia, Rafter round 125 mm dia connecting Rafter pole to pole 125mm dia cantilever round/ purlin 75 mm dia (sizes of pillar, rafter, purlin can be change as per direction by Engr-in charge) base plate 450x550 mm, SS plate Nd 25 mm dia nut bolt GI wire rope for fabric, Deco primer and paint 900 GSM Sione white fabric, pole to pole distance 3.35m/6.7m clear height is 2.25m, excavation pit size 1m x1mx 1.2 m, lean concrete 150 mm thick (1:4:8) type D2 for col footing, 20 mm dia TT bar in footing and base column at spacing 100mm centre to centre and also refer IS:456 considering wind pressure structural design, foundation of RCC M-30 (Design Mix) all catered work is deemed to be included in unit cost. BI01010001010000000000000515BI0100001140 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos
M & L two coat of cement base paint over a coat of alkali resistant priming paint over old plastered surfaces of wall including preparing surfaces after complete removal of existing treatment upto 5-10 m height from ground level and at all locations as directed including , scaffolding, cleaning and curing etc, complete all as specified and directed by Engr-in-charge. BI01010001010000000000000515BI0100001144 Sqm 0.0000 Excess(+) Full Conversion INR 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos
2. Rubber Coating:- Providing all labor, materials, tools, and equipment for cleaning, repairing, crack filling, coving, priming, mesh laying, and application of a waterproof coating system as per manufacturer’s specifications and directions of the Engineer-in-Charge. The work includes thorough cleaning of the surface to remove loose materials and contaminants; repairing damaged or honeycombed areas with micro-concrete; filling cracks using PU sealant (HY-100); forming coving at wall–floor junctions using URP mixed with cement (15% URP by weight of cement); applying a base coat of URP and cement in 1:1 proportion followed by a primer coat of URP and cement in 1:1.5 proportion; laying alkali-resistant fibre mesh with a minimum overlap of 3 inches; applying the first coat of Fast Flex waterproof coating in one direction over the mesh and, after drying, applying the second coat in a perpendicular direction; and finally sprinkling clean, dry sand over the second coat to ensure proper bonding with plaster and to prevent plaster peeling. All work shall be completed in accordance with the approved method statement, manufacturer’s recommendations, and as directed by the Engineer-in-Charge to achieve a flexible, durable, and waterproof surface finish. BI01010001010000000000000515BI0100001149 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos
E/M PORTION:- Taking down carefully alu./copper point wiring ,light fan socket, or power complete with fittings such as switches ceiling rose;holders; regulators, socket etc removing material to store for keeping in safe custody for reuse or disposal by credit and marking good to disturbed surfaces of walls floors etc, complete all as specified and directed by Engr-in-Charge. BI01010001010000000000000515BI0100001151 Per point 0.0000 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos
S&F modular socket out let 6 /16 Amps 3 pin, 2 module , complete all as specified and directed by Engr-in-Charge. BI01010001010000000000000515BI0100001168 Each 0.0000 Excess(+) Full Conversion INR 1.02 Construction of chamber for 100mm sluice plates item2 213 Nos
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