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Tender Value
₹19.3 L
EMD Value
₹38,651
Closing Date
23 Sept 2026, 6:00 pm
GE (Utilities) Udhampur
GE (Utilities) Udhampur PO-Garhi Pin-182121
Provn of wing wall connecting from Gurudwara to B Mess area and Addn/Altn to Gate, Sentry Post alongwith boundary wall with allied other works near P-2 of CH (NC) under GE (Utilities) Udhampur
2026_MES_787498_1
GE/U-93/2026-27
Open Tender
Miscellaneous Works
Item Rate
90 days
GE (Utilities) Udhampur
AS PER NIT
8 documents required · 8 mandatory
₹500
GE (Utilities) Udhampur
₹38,651
2 Sept 2026
2 Sept 2026
25 Sept 2026
2 Sept 2026
23 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-charge. | 67.86 | Cum | - | - |
| 2 | Surface dressing n.exc 0.15 m deep and site clearance getting out in soft /loose soil complete all as specified and directed by Engineer-in-charge. | 30 | Sqm | - | - |
| 3 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) in foundation, complete all as specified and directed by Engineer-in-charge. | 6.38 | CUM | - | - |
| 4 | Removing excavated materials not exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point, complete all as specified and directed by Engineer-in-charge. | 25.1 | CUM | - | - |
| 5 | Returing and filling in including spreading, levelling watering and well ramming in layers n.exc 25CM in hard dense soil, complete all as specified and directed by Engineer-in-charge. | 40.63 | CUM | - | - |
| 6 | M&L polymer modified adhesive (type-III)/Screed bed or bedding layer of mortar 25 mm thick in Cement Mortar 1:6, for laying floor finishes complete all as specified and directed by Engineer-in-charge. | 42 | Sqm | - | - |
| 7 | M & L for Machine pressed precast concrete interlocking paver block (Glossy finished) any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade, heavy duty designer laid over cement screed/polymer modified adhesive (type-III), and jointed grouted with solid epoxy grout polymer with 3-5 spacer / with grey cement slurry, and pointed with white cement with admixture of pigment complete all as specified and directed by Engineer-in-charge.
Note : Polymer modified adhesive (type-III)/Screed bed or bedding layer of mortar 25 mm thick measured and paid separately | 42 | Sqm | - | - |
| 8 | M&L Filling Hardcore under floor with broken brick of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge | 4.2 | Cum | - | - |
| 9 | Material & Labour for 75 mm thick PCC type D-2, 1:4:8 (using 40 mm graded aggregate), provided for sub base complete all as specified and directed by Engineer-in-charge. | 42 | Sqm | - | - |
| 10 | S & F of RCC pipes, class NP-3 laid and jointed complete with collars of 600 mm dia and testing complete all as specified and directed by Engineer-in-charge. | 59 | Rm | - | - |
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