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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.2 LAdmitted-Finance | ₹48.2 L | L1 | Admitted-Finance |
| 2 | L2₹48.5 L+₹31,273.40 (0.65%)Admitted-Finance | ₹48.5 L+₹31,273.40 (0.65%) | L2 | Admitted-Finance |
| 3 | L3₹49.0 L+₹76,314.50 (1.58%)Admitted-Finance | ₹49.0 L+₹76,314.50 (1.58%) | L3 | Admitted-Finance |
| 4 | L4₹51.0 L+₹2.7 L (5.70%)Admitted-Finance H NO 257 1ST FLOOR KAMALA NEHRU NAGAR BATHINDA PB | BATHINDA | BATHINDA | PUNJAB | ₹51.0 L+₹2.7 L (5.70%) | L4 | Admitted-Finance |
| 5 | L5₹51.1 L+₹2.9 L (6.03%)Admitted-Finance NA | ₹51.1 L+₹2.9 L (6.03%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUBHASH ARORA CONSTRUCTION CO L4 | M/s Vandana Builders L5 | M/s DHEERAJ JAIN CONSTRUCTION COMPANY L2 | M K Enterprises L8 | JAGMEET SINGH CONTRACTOR L3 | KULWANT RAI L6 | RAMA AUTOS L1 | N.G BUILDERS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in over areas, exceeding 1.5m wide and exceeding 1.5m in depth etc exceeding 10 Sqm on plan for shafts, cesspits, manholes, pier holes, foundation etc and getting out in any type of soil complete all as specified & directed. | 202.47 | Cum | 150 ₹30,370.5 | 185 ₹37,456.95 | 50 ₹10,123.5 Lowest | 180 ₹36,444.6 | 100 ₹20,247 | 200 ₹40,494 | 180 ₹36,444.6 | 200 ₹40,494 |
| 2.00 | M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundation filling in mass concrete complete all as specified & directed. | 5.83 | Cum | 3,800 ₹22,154 | 3,570 ₹20,813.1 | 2,500 ₹14,575 Lowest | 3,500 ₹20,405 | 4,500 ₹26,235 | 4,000 ₹23,320 | 3,000 ₹17,490 | 3,000 ₹17,490 |
| 3.00 | M&L TMT steel bars 10mm dia and over cut to length bent to shape reqd incl crancking bending and binding with steel wire annelead not less than 0.9mm dia.complete all as specified & directed. | 3,080 | Kgs | 110 ₹3,38,800 | 108 ₹3,32,640 | 100 ₹3,08,000 | 110 ₹3,38,800 | 90 ₹2,77,200 Lowest | 120 ₹3,69,600 | 95 ₹2,92,600 | 95 ₹2,92,600 |
| 4.00 | Ditto Ser Item No. 03 but 6 to 8mm dia bars as in strips spacers and binders complete all as specified & directed. | 233.02 | Kgs | 110 ₹25,632.2 | 110 ₹25,632.2 | 100 ₹23,302 | 110 ₹25,632.2 | 90 ₹20,971.8 Lowest | 120 ₹27,962.4 | 95 ₹22,136.9 | 95 ₹22,136.9 |
| 5.00 | M & L for Fair finished formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified & directed. | 126 | Sqm | 400 ₹50,400 | 490 ₹61,740 | 300 ₹37,800 | 500 ₹63,000 | 150 ₹18,900 Lowest | 500 ₹63,000 | 250 ₹31,500 | 400 ₹50,400 |
| 6.00 | M & L for 1:2:4 Reinforced cement concrete (nominal mix) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under-reamed piles and mass concrete etc. complete all as specified & directed. | 29.25 | Cum | 6,500 ₹1,90,125 | 6,820 ₹1,99,485 | 5,000 ₹1,46,250 Lowest | 6,800 ₹1,98,900 | 5,000 ₹1,46,250 Lowest | 6,810 ₹1,99,192.5 | 7,000 ₹2,04,750 | 7,500 ₹2,19,375 |
| 7.00 | Returning filling in and including spreading levelling, watering and well ramming in layers n exc 25 cm thick complete all as specified & directed. | 133.02 | Cum | 100 ₹13,302 | 190 ₹25,273.8 | 25 ₹3,325.5 Lowest | 200 ₹26,604 | 100 ₹13,302 | 180 ₹23,943.6 | 100 ₹13,302 | 80 ₹10,641.6 |
| 8.00 | Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified & directed. | 105.45 | Cum | 200 ₹21,090 | 235 ₹24,780.75 | 30 ₹3,163.5 Lowest | 220 ₹23,199 | 90 ₹9,490.5 | 225 ₹23,726.25 | 150 ₹15,817.5 | 80 ₹8,436 |
| 9.00 | M&L angle MS work , A quality FE 410-W(Gde E-250) in Roof trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St.-240,incl. structural steel painted one shop coat of zinc chromate primer paint (including preparation of surface) at contractor workshop before fabrication, complete all as specified and directed.
Note : Trusses fabricated as per BIS Code SP38:1987 containing "TYPED DESIGNS FOR STRUCTURE WITH STEEL ROOF TRUSSUES".
(Table No 231 'A' type Angle Truss page No 269 of SP 38:1987) qty taken of Truss span 18 mtr, slope 1:5, spacing of Truss consider as 6mtr, Wind zone 100kg/Sqm , wt of truss incliding purlin, gusset plate, sag rod and Tie Runner and shoe angle ) | 22,000 | Kg | 102 ₹22,44,000 | 102 ₹22,44,000 | 100 ₹22,00,000 | 100 ₹22,00,000 | 106 ₹23,32,000 | 98 ₹21,56,000 | 95 ₹20,90,000 Lowest | 110 ₹24,20,000 |
| 10.00 | M & L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self taping screws, complete all as specified and directed. | 857.44 | Sqm | 850 ₹7,28,824 | 790 ₹6,77,377.6 | 900 ₹7,71,696 | 790 ₹6,77,377.6 | 700 ₹6,00,208 Lowest | 785 ₹6,73,090.4 | 800 ₹6,85,952 | 800 ₹6,85,952 |
Tender Value
₹48.3 L
EMD Value
₹96,680
Closing Date
14 Sept 2026, 6:00 pmClosed
Major Mrugank Gargate GE(S) Bathinda
GE(S)Bathinda Bathinda Mil Stn
GE(S)BTD 53 OF 2026-27 PROVISION OF COVER SHED AT ARMY SKILL TRAINING CENTRE(ASTC) AND SEPTIC TANK ATTACHED WITH TOILET OF GUARD ROOM BLDG NO T1-92 UNDER AGE BR-I OF GE(S) BATHINDA AT BATHINDA MIL STN (Job No. LBW-11 of 26-27 Minor- 23 of 26-27)
2026_MES_786148_1
GE(S)BTD-53 of 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE(S)Bathinda
Class D category a(i)
11 documents required · 11 mandatory
₹500
GE(S)Bathinda
₹96,680
Yes
GE(S)Bathinda
21 Sept 2026
24 Aug 2026
16 Sept 2026
24 Aug 2026
14 Sept 2026
7 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in over areas, exceeding 1.5m wide and exceeding 1.5m in depth etc exceeding 10 Sqm on plan for shafts, cesspits, manholes, pier holes, foundation etc and getting out in any type of soil complete all as specified & directed. | 202.47 | Cum | - | - |
| 2 | M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundation filling in mass concrete complete all as specified & directed. | 5.83 | Cum | - | - |
| 3 | M&L TMT steel bars 10mm dia and over cut to length bent to shape reqd incl crancking bending and binding with steel wire annelead not less than 0.9mm dia.complete all as specified & directed. | 3,080 | Kgs | - | - |
| 4 | Ditto but 6 to 8mm dia bars as in strips spacers and binders complete all as specified & directed. | 233.02 | Kgs | - | - |
| 5 | Fair finished formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified & directed. | 126 | Sqm | - | - |
| 6 | M & L for 1:2:4 Reinforced cement concrete (nominal mix) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under-reamed piles and mass concrete etc. complete all as specified & directed. | 29.25 | Cum | - | - |
| 7 | Returning filling in and including spreading levelling, watering and well ramming in layers n exc 25 cm thick complete all as specified & directed. | 133.02 | Cum | - | - |
| 8 | Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified & directed. | 105.45 | Cum | - | - |
| 9 | M&L angle MS work , A quality FE 410-W(Gde E-250) in Roof trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St.-240,incl. structural steel painted one shop coat of zinc chromate primer paint (including preparation of surface) at contractor workshop before fabrication, complete all as specified and directed.
Note : Trusses fabricated as per BIS Code SP38:1987 containing "TYPED DESIGNS FOR STRUCTURE WITH STEEL ROOF TRUSSUES".
(Table No 231 'A' type Angle Truss page No 269 of SP 38:1987) qty taken of Truss span 18 mtr, slope 1:5, spacing of Truss consider as 6mtr, Wind zone 100kg/Sqm , wt of truss incliding purlin, gusset plate, sag rod and Tie Runner and shoe angle ) | 22,000 | Kg | - | - |
| 10 | Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self taping screws, complete all as specified and directed. | 857.44 | Sqm | - | - |
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