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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.3 Cr+₹12.4 L (2.98%)Admitted-Finance PEMASAR ROAD WARD NO 04 UDASAR BIKANER RAJASTHAN 334022 | BIKANER | RAJASTHAN | 334022 | ₹4.3 Cr+₹12.4 L (2.98%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 Cr+₹34.5 L (8.32%)Admitted-Finance | ₹4.5 Cr+₹34.5 L (8.32%) | L3 | Admitted-Finance |
| 4 | L4₹4.5 Cr+₹34.9 L (8.41%)Admitted-Finance KOHLI NO 17509 GALI KHADDAR BHANDAR WALI BHI WALA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹4.5 Cr+₹34.9 L (8.41%) | L4 | Admitted-Finance |
| 5 | L5₹4.5 Cr+₹38.1 L (9.19%)Admitted-Finance 31 TILAK NAGAR SRI GANGANAGAR 335001 RAJ | GANGANAGAR | RAJASTHAN | 335001 | ₹4.5 Cr+₹38.1 L (9.19%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Singla Electricals L5 | Dashmesh Construction Company L7 | KHANNA CONSTRUCTIONS L8 | M/S BUDHRAM BISHNOI L6 | SUBHAM ENTERPRISES L2 | M/s BHUPINDRA ENGINEERING WORKS L4 | BHUPESH MITTAL L1 | ROYAL BUILDERS L3 | Aggarwal Brothers and company L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 0.00NOTE:- (Applicable for all parts/items/):- The bidders/contractors are advised to read tender document, all drawings & all corrigendum/ amendments and General conditions of contracts before entry/quoting | ||||||||||||
| 1.00 | Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. | 127.47 | Cum | 200 ₹25,494 | 200 ₹25,494 | 350 ₹44,614.5 | 179 ₹22,817.13 | 121 ₹15,423.87 Lowest | 150 ₹19,120.5 | 383 ₹48,821.01 | 300 ₹38,241 | 200 ₹25,494 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed. | 115.73 | Cum | 55 ₹6,365.15 | 150 ₹17,359.5 | 80 ₹9,258.4 | 59 ₹6,828.07 | 31 ₹3,587.63 Lowest | 100 ₹11,573 | 139 ₹16,086.47 | 120 ₹13,887.6 | 80 ₹9,258.4 |
| 3.00 | Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point | 6.06 | Cum | 45 ₹272.7 Lowest | 120 ₹727.2 | 70 ₹424.2 | 59 ₹357.54 | 47 ₹284.82 | 100 ₹606 | 75 ₹454.5 | 100 ₹606 | 70 ₹424.2 |
| 4.00 | Removing excavated material (soils) exceeding 50 m but not exceeding 250 m and depositing where directed at a level n exc. 1.5 m above the starting point | 5.67 | Cum | 80 ₹453.6 | 100 ₹567 | 150 ₹850.5 | 79 ₹447.93 | 77 ₹436.59 Lowest | 100 ₹567 | 364 ₹2,063.88 | 100 ₹567 | 120 ₹680.4 |
| 5.00 | M & L for providing and injecting chemical emulsion for Post Constructional Anti-termite Treatment along external wall below concrete or masonry apron using chemical emulsion in water of one percent Chlorpyrifos 20 EC at the rate of 2.25 litres per running metre including drilling and plugging holes etc. in apron complete all as specified and as directed. | 282 | Running Metre | 90 ₹25,380 | 150 ₹42,300 | 180 ₹50,760 | 59 ₹16,638 | 21 ₹5,922 Lowest | 95 ₹26,790 | 100 ₹28,200 | 120 ₹33,840 | 120 ₹33,840 |
| 6.00 | M & L for treatment of soil under existing floors using chemical emulsion in water of one percent Chlorpyrifos 20 EC at the rate of one litre per hole, 300 mm apart including drilling and plugging 12 mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors complete all as specified and as directed. | 714.19 | Sqm | 180 ₹1,28,554.2 | 160 ₹1,14,270.4 | 150 ₹1,07,128.5 | 79 ₹56,421.01 | 47 ₹33,566.93 Lowest | 125 ₹89,273.75 | 200 ₹1,42,838 | 200 ₹1,42,838 | 250 ₹1,78,547.5 |
| 7.00 | M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 3.3 | Cum | 3,500 ₹11,550 | 3,600 ₹11,880 | 5,000 ₹16,500 | 2,529 ₹8,345.7 | 2,477 ₹8,174.1 | 7,500 ₹24,750 | 250 ₹825 Lowest | 5,500 ₹18,150 | 5,800 ₹19,140 |
| 8.00 | M & L for cement concrete in foundation, filling and mass concrete in M15(Nominal Mix) using 12.5 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 5 | Cum | 4,800 ₹24,000 | 4,500 ₹22,500 | 4,800 ₹24,000 | 5,029 ₹25,145 | 2,700 ₹13,500 Lowest | 7,500 ₹37,500 | 6,000 ₹30,000 | 6,000 ₹30,000 | 6,400 ₹32,000 |
| 9.00 | M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and as directed. | 11.22 | Cum | 5,000 ₹56,100 | 4,800 ₹53,856 | 5,000 ₹56,100 | 6,799 ₹76,284.78 | 3,400 ₹38,148 Lowest | 8,500 ₹95,370 | 6,000 ₹67,320 | 6,000 ₹67,320 | 6,000 ₹67,320 |
Tender Value
₹4.6 Cr
EMD Value
₹5.4 L
Closing Date
6 Jun 2026, 6:00 pmClosed
Chief Engineer Bathinda Zone
Headquarters Chief Engineer Bathinda Zone Military Engineer Services PIN- 900484 C/o 56 APO
SPECIAL REPAIR TO BLDG NOS P-524, P-525, P-486, P-31 OF JCOS AND OR MD ACCN AND P-611, P-612, P-615, P-617 AND P-506 AT MIL STN ABOHAR UNDER GE ABOHAR
2026_MES_764345_1
84579 CA NO CE BTZ/BTD/TOKEN-05 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
Abohar
As per Notice Inviting Tender (NIT)
8 documents required · 8 mandatory
₹2,000
GE Abohar
₹5.4 L
Yes
Chief Engineer Bathinda Zone
8 Jun 2026
8 May 2026
8 Jun 2026
8 May 2026
6 Jun 2026
29 May 2026
8 May 2026 - 5 Jun 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. | 127.47 | Cum | - | - |
| 0.0 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed. | 115.73 | Cum | - | - |
| 0.0 | Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point | 6.06 | Cum | - | - |
| 0.0 | Removing excavated material (soils) exceeding 50 m but not exceeding 250 m and depositing where directed at a level n exc. 1.5 m above the starting point | 5.67 | Cum | - | - |
| 0.0 | M & L for providing and injecting chemical emulsion for Post Constructional Anti-termite Treatment along external wall below concrete or masonry apron using chemical emulsion in water of one percent Chlorpyrifos 20 EC at the rate of 2.25 litres per running metre including drilling and plugging holes etc. in apron complete all as specified and as directed. | 282 | Running Metre | - | - |
| 0.0 | M & L for treatment of soil under existing floors using chemical emulsion in water of one percent Chlorpyrifos 20 EC at the rate of one litre per hole, 300 mm apart including drilling and plugging 12 mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors complete all as specified and as directed. | 714.19 | Sqm | - | - |
| 0.0 | M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 3.3 | Cum | - | - |
| 0.0 | M & L for cement concrete in foundation, filling and mass concrete in M15(Nominal Mix) using 12.5 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 5 | Cum | - | - |
| 0.0 | M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and as directed. | 10.62 | Cum | - | - |
| 0.0 | M & L for cement concrete M10 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and as directed. | 0.6 | Cum | - | - |
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