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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC | L1 | Accepted-AOC accepted being L1 | |
| 2 | L2₹45.3 L+₹2.7 L (6.29%)Rejected-Finance | L2 | Rejected-Finance rejected being L2 | |
| 3 | L3₹47.4 L+₹4.8 L (11.3%)Rejected-Finance 00 PANCHARIYA NEAR SANTOSHI MATA TEMPLE MAHARASHI GOUTAM MARG NEW LINE GANGASHAHAR BIKANER BIKANER BIKANER RAJASTHAN 334401 | BIKANER | RAJASTHAN | 334401 | L3 | Rejected-Finance rejected being L3 | |
| 4 | L4₹48.0 L+₹5.3 L (12.5%)Rejected-Finance 306 SHIV BARI MARG PANCHVATI NAGAR BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | L4 | Rejected-Finance rejected being L4 | |
| 5 | L5₹48.0 L+₹5.4 L (12.7%)Rejected-Finance | L5 | Rejected-Finance rejected being L5 |
| Sl No | Description | Qty | Unit | ABHINANDAN ENTERPRISES L6 | M/s Luxmi Constructions L4 | RAMA AUTOS L5 | SAHIL CONSTRUCTIONS L1 | M K Enterprises L3 | LM CONSTRUCTIONS L2 | AMIT CONTRACTOR L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition and breaking up drain pipes (Salt glazed ware, AC, Reinforced concrete, Dwc etc) of dia 200 mm set in cement mortar | 300 | RM | 100 ₹30,000 | 22.5 ₹6,750 Lowest | 40 ₹12,000 | 35 ₹10,500 | 71.5 ₹21,450 | 50 ₹15,000 | 85 ₹25,500 |
| 2.00 | Demolition and breaking up drain pipes (Salt glazed ware, AC, Reinforced concrete, Dwc etc) of dia 300 mm set in cement mortar | 300 | RM | 150 ₹45,000 | 36 ₹10,800 Lowest | 40 ₹12,000 | 45 ₹13,500 | 44 ₹13,200 | 50 ₹15,000 | 95 ₹28,500 |
| 3.00 | M&L for DWCPE (SN8) 200(ID nominal) mm diameter pipes laid on bedas per IS code 16098 part-II complete all as specified and directed | 530 | RM | 1,000 ₹5,30,000 | 999 ₹5,29,470 | 800 ₹4,24,000 | 500 ₹2,65,000 Lowest | 781 ₹4,13,930 | 500 ₹2,65,000 Lowest | 900 ₹4,77,000 |
| 4.00 | M & L for PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in bed, including packing under, and haunching against the sides of pipes after they are laid and tested for pipe of size 200 mm complete all as specified. | 530 | RM | 1,000 ₹5,30,000 | 279 ₹1,47,870 Lowest | 500 ₹2,65,000 | 400 ₹2,12,000 | 759 ₹4,02,270 | 300 ₹1,59,000 | 800 ₹4,24,000 |
| 5.00 | M&L FOR DWCPE (SN8) 300(ID nominal) mm diameter Pipes laid on bed as per IS code16098 Part-II complete all as specified and directed | 500 | RM | 1,000 ₹5,00,000 | 1,899 ₹9,49,500 | 1,000 ₹5,00,000 | 780 ₹3,90,000 Lowest | 990 ₹4,95,000 | 1,400 ₹7,00,000 | 900 ₹4,50,000 |
| 6.00 | M & L for PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in bed, including packing under, and haunching against the sides of pipes after they are laid and tested for pipe of size 300 mm complete all as specified. | 500 | RM | 1,000 ₹5,00,000 | 450 ₹2,25,000 | 500 ₹2,50,000 | 500 ₹2,50,000 | 22 ₹11,000 Lowest | 200 ₹1,00,000 | 800 ₹4,00,000 |
| 7.00 | Demolition of brickwork build in cement mortar. | 20 | Cum | 150 ₹3,000 | 450 ₹9,000 | 100 ₹2,000 | 500 ₹10,000 | 4,323 ₹86,460 | 200 ₹4,000 | 50 ₹1,000 Lowest |
| 8.00 | M&L brickwork with sub class 'B' bricks straight or curved on plan exc 6.0 m radius built in cement mortar 1:4 complete all as specified and directed. | 40 | Cum | 4,200 ₹1,68,000 | 6,660 ₹2,66,400 | 4,100 ₹1,64,000 | 4,750 ₹1,90,000 | 214.5 ₹8,580 Lowest | 5,500 ₹2,20,000 | 3,930 ₹1,57,200 |
| 9.00 | Excavating in trenches manually, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. | 500 | Cum | 120 ₹60,000 | 180 ₹90,000 | 190 ₹95,000 | 300 ₹1,50,000 | 324.5 ₹1,62,250 | 200 ₹1,00,000 | 50 ₹25,000 Lowest |
| 10.00 | Excavating in trenches manually, n exc 1.5m wide and exc 1.5m but not exc 3.0m in depth ; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. including timbering arrangement as per SSr Part-I | 200 | Cum | 250 ₹50,000 | 360 ₹72,000 | 210 ₹42,000 | 400 ₹80,000 | 233.2 ₹46,640 | 150 ₹30,000 Lowest | 250 ₹50,000 |
Tender Value
₹42.6 L
EMD Value
₹85,220
Closing Date
1 Jul 2026, 6:00 pmClosed
Major Mrugank Gargate
GE(S) Bathinda
SPECIAL REPAIR OF EXISTING SEWAGE LINE UNDER AGE BR II OF GE(S) BATHINDA AT BATHINDA MIL STN
2026_MES_771142_1
GE(S)BTD-29 of 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE(S) Bathinda
Class D Category a(ii)
11 documents required · 11 mandatory
₹500
GE(S) Bathinda
₹85,220
Yes
GE(S) Bathinda
3 Aug 2026
10 Jun 2026
3 Jul 2026
10 Jun 2026
1 Jul 2026
17 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition and breaking up drain pipes (Salt glazed ware, AC, Reinforced concrete, Dwc etc) of dia 200 mm set in cement mortar | 300 | RM | - | - |
| 2 | Demolition and breaking up drain pipes (Salt glazed ware, AC, Reinforced concrete, Dwc etc) of dia 300 mm set in cement mortar | 300 | RM | - | - |
| 3 | M&L for DWCPE (SN8) 200(ID nominal) mm diameter pipes laid on bedas per IS code 16098 part-II complete all as specified and directed | 500 | RM | - | - |
| 4 | M & L for PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in bed, including packing under, and haunching against the sides of pipes after they are laid and tested for pipe of size 200 mm complete all as specified. | 500 | RM | - | - |
| 5 | M&L FOR DWCPE (SN8) 300(ID nominal) mm diameter Pipes laid on bed as per IS code16098 Part-II complete all as specified and directed | 500 | RM | - | - |
| 6 | M & L for PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in bed, including packing under, and haunching against the sides of pipes after they are laid and tested for pipe of size 300 mm complete all as specified. | 500 | RM | - | - |
| 7 | Demolition of brickwork build in cement mortar. | 20 | Cum | - | - |
| 8 | M&L brickwork with sub class 'B' bricks straight or curved on plan exc 6.0 m radius built in cement mortar 1:4 complete all as specified and directed. | 40 | Cum | - | - |
| 9 | Excavating in trenches manually, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. | 500 | Cum | - | - |
| 10 | Excavating in trenches manually, n exc 1.5m wide and exc 1.5m but not exc 3.0m in depth ; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft and loose soil complete all as specified and directed. including timbering arrangement as per SSr Part-I | 200 | Cum | - | - |
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