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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.9 LAccepted-AOC | L1 | Accepted-AOC Awarded being 1st Lowest Bidder | |
| 2 | L2₹44.3 L+₹1.4 L (3.28%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹49.8 L+₹6.9 L (16.0%)Rejected-Finance H NO 18 SHEET NO 5 A KATIA COLONY NAMDEV MARG BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | V K CONTRACTOR L3 | M/s VISHAL ELECTRIC STORE L2 | LM CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m complete all as speified and as directed. | 1,500 | Cum | 100 ₹1,50,000 | 70 ₹1,05,000 Lowest | 80 ₹1,20,000 |
| 2.00 | Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 150mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed.
Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'. | 500 | Rm | 400 ₹2,00,000 | 500 ₹2,50,000 | 380 ₹1,90,000 Lowest |
| 3.00 | Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 200mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed.
Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'. | 1,500 | Rm | 500 ₹7,50,000 Lowest | 650 ₹9,75,000 | 550 ₹8,25,000 |
| 4.00 | Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 300mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed.
Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'. | 200 | Rm | 650 ₹1,30,000 Lowest | 850 ₹1,70,000 | 1,300 ₹2,60,000 |
| 5.00 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 150 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed .
Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 10 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. | 30 | Rm | 100 ₹3,000 Lowest | 200 ₹6,000 | 150 ₹4,500 |
| 6.00 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 200 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed.
Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. | 90 | Rm | 100 ₹9,000 Lowest | 200 ₹18,000 | 200 ₹18,000 |
| 7.00 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 300 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed.
Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. | 20 | Rm | 100 ₹2,000 Lowest | 250 ₹5,000 | 250 ₹5,000 |
| 8.00 | Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 150 mm complete all as specified and as directed. | 15 | Each Pipe | 100 ₹1,500 Lowest | 500 ₹7,500 | 100 ₹1,500 Lowest |
| 9.00 | Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 200 mm complete all as specified and as directed. | 25 | Each Pipe | 100 ₹2,500 Lowest | 500 ₹12,500 | 200 ₹5,000 |
| 10.00 | Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 300 mm complete all as specified and as directed. | 10 | Each Pipe | 100 ₹1,000 Lowest | 500 ₹5,000 | 300 ₹3,000 |
Tender Value
₹49.3 L
EMD Value
₹98,600
Closing Date
2 Jun 2026, 6:00 pmClosed
Major Mrugank Gargate GE(S) Bathinda
GE(S)Bathinda Bathinda Mil Stn
SPECIAL REPAIR OF SEWAGE LINE IN SANJAY ENCLAVE UNDER AGE BRII OF GE(S) BATHINDA AT BATHINDA MIL STN (2nd CALL) (Job No SR(Bldg) 07 of 2025-26)
2026_MES_760813_2
GE(S)BTD-09 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
₹98,600
23 Jun 2026
19 May 2026
4 Jun 2026
19 May 2026
2 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m complete all as speified and as directed. | 1,500 | Cum | - | - |
| 2 | Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 150mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed.
Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'. | 500 | Rm | - | - |
| 3 | Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 200mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed.
Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'. | 1,500 | Rm | - | - |
| 4 | Supply , Fixing in repair and testing for providing ,lowering , laying and testing HDPE DWC (SN 8) pipe of 300mm internal bore as per IS-16098 of 2013, laid in trench and jointed with and including elastomeric sealing 'O' ring complete all as per manufacturer's instructions , complete all as speified and as directed.
Note:- Excavation , earth work, returning filling , removal ,bedding and pedestal / anchorage if required shall be measured and paid separately under appropriate item of BOQ/ Sch 'A'. | 200 | Rm | - | - |
| 5 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 150 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed .
Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 10 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. | 30 | Rm | - | - |
| 6 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 200 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed.
Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. | 90 | Rm | - | - |
| 7 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for HDPE DWC pipes of 300 mm bore, laid to required slope including packing under and haunching against the sides of pipes after they are laid and tested including form work complete all as specified and as directed.
Note :- (i) Thickness of concrete bed below the barrel of pipe shall be 15 cm. (ii) Width of concrete bed shall be outer diameter of drain pipes (not of sockets / collar) plus 30cm.(iii) Excavation , earth work , returning filling shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. | 20 | Rm | - | - |
| 8 | Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 150 mm complete all as specified and as directed. | 15 | Each Pipe | - | - |
| 9 | Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 200 mm complete all as specified and as directed. | 25 | Each Pipe | - | - |
| 10 | Material and labour for Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 300 mm complete all as specified and as directed. | 10 | Each Pipe | - | - |
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