CA NO CWE BTD/ TOKEN 15/2025-26 NAME OF WORK REPAIRS / REPLACEMENT OF SEWAGE LINE IN OTM / MD ACCN IN AOR OF AGE B/R V OF GE (NORTH) BATHINDA AT BATHINDA MIL.STN.

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.