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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Criteria fulfill |
| 2 | Accepted-Technical | Accepted-Technical Criteria fulfill |
| 3 | Accepted-Technical | Accepted-Technical Criteria fulfill |
| 4 | Accepted-Technical H NO 17036 9 STREET NO 5 A AGGARWAL COLONY BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | Accepted-Technical Criteria fulfill |
| 5 | Accepted-Technical | Accepted-Technical Criteria fulfill |
Tender Value
₹22.7 L
EMD Value
₹45,400
Closing Date
10 Sept 2026, 6:00 pmClosed
Jitender Singh IDSE
GE(N) Bathinda
PROVN OF COVERED SHED, PROVN OF 01 X GENERATOR SHED OF SIZE 30 X 15 X 12 AND ADDN/ ALTN OF DINNING HALL AND COOK HOUSE BLDG. NO P-1169 GE (NORTH) BATHINDA AT BATHINDA MIL STN
2026_MES_786605_1
8941/NIT-37/26-27/E8
Open Tender
Civil Works
Item Rate
150 days
Bathinda
Class E Category a (i)
8 documents required · 8 mandatory
₹500
GE (North) Bathinda
₹45,400
Yes
5 Oct 2026
27 Aug 2026
12 Sept 2026
27 Aug 2026
10 Sept 2026
3 Sept 2026
27 Aug 2026 - 29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material and labour for surface dressing of ground/soil to an average depth not exceeding 15 cm, including all operations necessary to prepare the existing surface to the required levels, lines, grades and profile, complete as specified and as directed by the Engineer-in-Charge. | 68 | Square Metre | - | - |
| 2 | Surface excavation not exceeding 30 cm in depth and averaging 15 cm in depth, including excavation and removal of excavated earth in any type of soil, complete as specified and as directed by the Engineer-in-Charge. | 300 | Square Metre | - | - |
| 3 | Excavation in post holes in any type of soil n. exc 0.50 cum each, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25 cm including removing of surplus spoil to a distance n exc 50 mtr and making good the disturbed surfaces complete all as specified and as directed. | 46.46 | Each | - | - |
| 4 | Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable , water supply pipe line etc. not exceeding 10 sqm on plan and not exceeding 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer-in- charge. | 10 | Cubic Metre | - | - |
| 5 | Returning filling in, approved soft/loose soil, including spreading , levelling, watering and well ramming in layers, each layer not exceeding 25cm in soft/loose soil complete all as specified and as directed by Engineer-in- charge. | 4.97 | Cubic Metre | - | - |
| 6 | Removing excavated material(soil) n exc 50m and depositing where directedc at a level n exc 1.5 mtr above the starting point in soft/loose soil. complete all as specified and as directed by Engineer-in- charge. | 62.49 | Cubic Metre | - | - |
| 7 | Material and labour for providing and laying PCC 1:3:6 Type C2 using 40 mm graded stone aggregate in foundation filling and mass concrete for post holes, including mixing, laying, compacting, finishing and curing, complete all as specified and as directed. | 10.8 | Cubic Metre | - | - |
| 8 | Taking down chowkhats or frames with shutters (without taking off shutters from the frames) area not exceeding 1.50 sqm each and removing from site including cutting holes for removal of old rusted hold fast and prepare the surface for new hold fast as required complete all as specified and as directed. | 2 | Each | - | - |
| 9 | Taking down chowkhats or frames with shutters (without taking off shutters from the frames) area exceeding 1.50 sqm but not exceeding 4 Sqm each and removing from site including cutting holes for removal of old rusted hold fast and prepare the surface for new hold fast as required complete all as specified and as directed. | - | Each | - | - |
| 10 | Providing and fixing aluminium work with Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make confoRunning Metering to 15.733 and 15 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions e at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including aluminium cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete all as specified and directed by Engineer-in-charge.
Note: (1) Weight of aluminium sections, aluminium cleat angles, Aluminium snap beading shall be physically ascertained through a board of officers convened by GE and payment shall be made only after ascertaining the actual weight of aluminium at site.
ii) The rate of material and labour for providing the EPDM rubber, neoprene gasket, C.P. brass/ stainless steel screws ( is included in this item and nothing shall be paid extra on this account. (During considering the weighing of aluminium sections, aluminium cleat angle, Aluminium snap beading, the weight of EPDM rubber, neoprene gasket, C.P. brass/ stainless steel screws shall not be considered for measuRunning Meterents and payments, only the weight of the aluminium sections, aluminium cleat angles, Aluminium snap beading shall be considered and measuRunning Meterent and payment shall be made accourdingly . (iv) Glazing/Paneling shall be measured and paid seperately.
(v) During the weighing of aluminium sections, aluminium cleat angle, Aluminium snap beading the weight of polyester powder coating 50 micron shall not be considered for weight but the rate of material and labour for providing polyester powder coating 50 micron is included in this item and nothing shall be paid extra on this account. | 226 | Kilogram | - | - |
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