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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.5 CrAccepted-AOC NA | ₹1.5 Cr | L-1 | Accepted-AOC Being lowest and reasonable. |
| 2 | L-2₹1.7 Cr+₹23.5 L (16.2%)Rejected-Finance PLOT NO D 25 INDUSTRIAL GROWTH CENTRE MANSA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹1.7 Cr+₹23.5 L (16.2%) | L-2 | Rejected-Finance Not being lowest bidder. |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not admitted since No remarks in HQ CE SWC WLR for Q/E Mar 25 Srl No 51. |
| Sl No | Description | Qty | Unit | P K BANSAL CONTRACTOR L1 | M/S VERMA BUILDERS & DEVELOPERS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains, shafts, wells,cess pits, manholes , (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 by Engineer-in-charge. | 3,525 | Cum | 77.6 ₹2,73,540 Lowest | 150 ₹5,28,750 |
| 2.00 | Supply , Fixing and testing for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge.
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' | 900 | RM | 436.5 ₹3,92,850 | 375 ₹3,37,500 Lowest |
| 3.00 | Supply , Fixing and testing in repair for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge.
Notes:-
1.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'
2. The rate of taking out old unservicable pipe from trench is included in this item and nothing shall be paid extra on this account. | 100 | RM | 436.5 ₹43,650 | 375 ₹37,500 Lowest |
| 4.00 | Supply , Fixing and testing for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge.
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' | 2,900 | RM | 533.5 ₹15,47,150 | 450 ₹13,05,000 Lowest |
| 5.00 | Supply , Fixing in repair and testing for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge.
Notes:-
1.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'
2. The rate of taking out old unservicable pipe from trench is included in this item and nothing shall be paid extra on this account. | 250 | RM | 533.5 ₹1,33,375 | 450 ₹1,12,500 Lowest |
| 6.00 | Supply , Fixing and testing for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge.
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' | 750 | RM | 776 ₹5,82,000 Lowest | 900 ₹6,75,000 |
| 7.00 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for DWCPE 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 by Engineer-in-charge. 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. | 80 | RM | 194 ₹15,520 Lowest | 350 ₹28,000 |
| 8.00 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for DWCPE 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 by Engineer-in-charge. 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. | 150 | RM | 194 ₹29,100 Lowest | 500 ₹75,000 |
| 9.00 | Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for DWCPE 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 by Engineer-in-charge. 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. | 75 | RM | 242.5 ₹18,187.5 Lowest | 600 ₹45,000 |
| 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 150 mm complete all as specified and as directed by Engineer-in-charge. | 85 | Each Pipe | 582 ₹49,470 Lowest | 600 ₹51,000 |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
26 Jul 2025, 6:00 pmClosed
CWE Bathinda
HQ CWE Bathinda Bathinda Mil Stn
NAME OF WORK REPAIR / REPLACEMENT OF MANHOLES, SEWAGE LINES, SEPTIC TANK AND CONNECTED ITEMS IN MD / OTM ACCN IN AOR OF AGE BR-II UNDER GE ( SOUTH ) BATHIDA AT BATHINDA MIL.STN.
2025_MES_715662_1
CWE BTD/TOKEN-05/2025-26
Open Tender
Civil Works
Item Rate
180 days
Bathinda Mil Stn
As per NIT
7 documents required · 7 mandatory
₹1,000
GE (S) Bathinda
₹2.2 L
HQ CWE Bathinda
1 Oct 2025
20 Jun 2025
28 Jul 2025
20 Jun 2025
26 Jul 2025
12 Jul 2025
30 Jun 2025
Amount
Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains, shafts, wells,cess pits, manholes , (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 by Engineer-in-charge.
Supply , Fixing and testing for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge. 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'
Supply , Fixing and testing in repair for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge. Notes:- 1.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' 2. The rate of taking out old unservicable pipe from trench is included in this item and nothing shall be paid extra on this account.
Supply , Fixing and testing for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge. 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'
Supply , Fixing in repair and testing for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge. Notes:- 1.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' 2. The rate of taking out old unservicable pipe from trench is included in this item and nothing shall be paid extra on this account.
Supply , Fixing and testing for providing ,lowering , laying DWCPE (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 and fittings complete all as per manufacturer's instructions , complete all as speified and as directed by Engineer-in-charge. 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'
Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for DWCPE 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 by Engineer-in-charge. 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.
Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for DWCPE 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 by Engineer-in-charge. 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.
Material and labour for PCC (1:3:6) type C-2 using 40 mm graded stone aggregates as in concrete bed for DWCPE 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 by Engineer-in-charge. 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.
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 by Engineer-in-charge.
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 200mm complete all as specified and as directed by Engineer-in-charge.
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 300mm complete all as specified and as directed by Engineer-in-charge.
Returning, filling in including spreading, leveling watering and well ramming in layers n. exc 25 cm in soft/loose soil & Hard dense soil complete all as specified and as directed by Engineer-in-charge.
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required of internal dia of pipe 100mm complete all as specified and as directed by Engineer-in-charge.Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.
Supply , fixing and Testing 110 mm bore of pipe PVC (SWR) type B ring fit pipes single socket in any length laid in trench as shown in BTD Drg No. 916 sheet 1/4 to 4/4 and BTD-917 sheet sheet 1/1 complete all as specified and as directed by Engineer-in- charge . Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required of internal dia of pipe 75mm complete all as specified and as directed by Engineer-in-charge.Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.
Supply , fixing and Testing 75 mm bore of pipe PVC (SWR) type B ring fit pipes single socket in any length laid in trench as shown in BTD Drg No. 916 sheet 1/4 to 4/4 and BTD-917 sheet sheet 1/1 complete all as specified and as directed by Engineer-in- charge . Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.
Supply , fixing and Testing 110 mm bore, PVC (SWR) Type -B Bends (any radius), complete all as specified and as directed by Engineer - in-charge.
Supply , fixing and Testing 75 mm bore, PVC (SWR) Type -B Bends (any radius), complete all as specified and as directed by Engineer - in-charge.
Supply , fixing and Testing PVC Gully trap (IP) of Polyethylene Material (PE) , Square type of 110 mm size socket type (SPG) with and including cover complete all as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge.
Supply , fixing and Testing PVC GREASE Trap of 100Ltr capacity with and including cover complete all as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge.
Supply , fixing and Testing PVC Back Flow Prevention valve fixed at outlet pipe of 160mm dia complete all as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge.
Material and Labour for Loose filling with broken bricks aggregates of gauge 80 to 150 mm complete all as specified and directed by Engineer-in-charge.
Material and Labour for Bricks, old size , Sub class B, Burnt clay bricks laid flat in floors, laid dry and pointed in cement mortar 1:3 complete all as specified and directed by Engineer-in-charge.
Supply , fixing and Testing PVC Manhole of Polyethylene Material (PE) , Manhole Base of size 1000 mm dia with and including 3 Nos. inlet and 3 Nos. outlet of required size complete all as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge.
Supply , fixing and Testing PVC Manhole shaft pipe of Polyethylene Material (PE) 600 mm long to maintain the requried height of manhole as per ground requirement of manhole size 1000 mm fixing / sealed with 'O' rings complete all as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge.
Supply , fixing and Testing PVC Manhole shaft pipe of Polyethylene Material (PE) 150 mm long to maintain the requried height of manhole as per ground requirement of manhole size 1000 mm fixing / sealed with 'O' rings complete all as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge.
Supply , fixing and Testing PVC Manhole Cone of Polyethylene Material (PE) , Single piece manhole of size 1000 mm x 600mm with 630 Inv , Socket Type 'S' fixed / sealed with Rubber seal complete all as per manufacturer's instructions and complete all as specified and directed by Engineer-in-charge.
Material and labour for 10 users 2000 ltrs capacity PVC moulded Anaerobic Septic Tank for an anaerobic design in which bacteria treats waste under most favourable conditions, process effectively prevents rapid accumulation of sludge and suspended solids from passing through the system untreated with innovative engineering design of the inlet- outlet short circuit of waste water which is prevented to ensure long and enough retention time for effective treatment, thus the effluent dose not contain any solid or scum that could clog up the pipe line.The septic tank is buried underground, solid and liquid waste flow into it. Heavy solid waste settle to the bottom of the septic tank (known as sludge). The liquid wastes are also held in the septic tank while bacteria break down solids into liquids in an anaerobic environment, process is known as primary treatment certain bacterias and viruses are adsorbed into solid particles and held in the sludge or scum layers, allowing for limited removal of disease causing organisms at the stage. All that has to be done for fitting the tank is to fill the tank with water, connect the drain line to the inlet and outlet to the soak pit. Cover the manholes with the lids provided and tank is ready to use including 150mm thick PCC 1:4:8 Type B-1, using 20mm graded stone aggregates below foundation and vent shaft connection, including excavation, returning and filling, removal of excess soil, connection to existing sewage line including site clearance etc.complete all as specified and directed by Engineer-in- charge.
Material & Labour for repair of joints /Hole in pipe of 1200 mm dia overhead sewage line with Multifunctional super sticky adhesive butyl seal tape around the joint/ hole then welded wiremesh applied around the joint /hole by screws and binding wire and sealed with polymer modified plaster/ premix mortar complete all as specified and as directed. Note: Entire repairing of joints with sealing shall be completed with in a working day. The Rate for All T&P i.e Formwork , JCB , Shuttering , ladders and material Required for Sealing of Joints Shall deemed to be included in Quoted Rates and nothing shall be paid extra on this account.
Material & Labour for Cleaning of Blockage of 1st Manhole /gully trap by rodding with Bamboo Manually Complete all as specified and as directed by Engr-In-Charge.
Material & Labour for road cutting as required depth as and whereever required and rapired with material obtained from cutting and 100 mm thick PCC Type B-1 (20mm gradded aggreegate ) complete all as specided and as directed by Engr-in-charge.
Supply and fixing PFRC (Polymer Fibre Reinforced Concrete) Cover 600 mm diameter having load carrying capacity 20 Ton , fixed in cement concrete (1:2:4) etc complete all as specified and directed by Engineer-in-Charge.
M/S VERMA BUILDERS & DEVELOPERS (BID ID -3364669)
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