REPAIR / REPLACEMENT OF SEWAGE LINE IN AOR OF AGE B/R-III 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.

on this account. 2 Mechanically Sewage Suction Pump of required capacity shall be provided by the contractor at his own cost . The rate of this aspect is included in this item and nothing shall be paid extra on this account. 3. All precautions to be taken by all workers while working in foul condition. Contractor shall make necessary arrangments while carryout the work and take all necessary precautions to avoid any mishappening as directed by Engineer-in-charge . 4. The contractor shall obtain and maintain , at his own cost, an insurance policy under the Workmen's compensation Act,1923, or Employee's Compensation Act, as applicale, and any other statutory requirements, for all workers employed by him on the site. This policy shall cover all liabilities of the contractor arising out of injury,disability, or death of workers during the course of employment. The insurance must be valid for the entire duration of the contract and proof of the same shall be submitted to the Engineer-in-charge before commencment of work.Nothing shall be paid extra on this account.

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.

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 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.

Supply and Fixing and testing 100mm bore Sand Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors Complete all as specified and as directed by Engr-In-Charge.Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.

Supply and Fixing and testing 100mm bore Sand Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, fixed to walls Complete all as specified and as directed by Engr-In-Charge.

Supply and Fixing and testing 75mm bore Sand Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors Complete all as specified and as directed by Engr-In-Charge.Note: Excavation and earth work shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.

Supply and Fixing and testing 75mm bore Sand Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, fixed to walls Complete all as specified and as directed by Engr-In-Charge.

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.

Material and labour for Providing, cement concrete PCC 1:2:4, Type B-1, using 20mm graded stone aggregates as in lintels upto 1.5m 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed by Engineer-in-Charge.

Material and labour for rendering 15mm thick in cement mortar 1:4 on fair surfaces of brick work or concrete surfaces finished even and smooth without using extra cement mixed with Liquid water proofing comound as per manufacturer's instructions complete all as specified and directed. Note:- The rate of Liquid water proofing comound is included in this item and nothing shall be paid extra on this account.

Material and Labour Brick work with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in- charge.

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ (not exceeding 1.5 m in width or 10 sqm on plan) and exceeding 1.50 meter but not exceeding 3.00 meter in depth for foundation trenches or drains, shafts, wells,cess pits, manholes , including trimming / dressing the sides and forming and ramming of bottom surfaces to required levels 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 and fixing in repairs FRP manhole cover size 900mm x 600mm of 8.00 Tonne loading bearing capacity with frame as approved by GE complete all as specified and as directed by Engineer-in-charge.

Material and labour for cleaning / removal of blockage from Bathroom, Kitchen, WHB,EWC, IWC, Urinals etc. including connected Nahani traps / gully traps / floor traps, grating of trap, waste pipes, pipe in any length upto Ist manhole etc. choked with mud / other accumulated sludge and getting out, washing thorougly at any location, at any floor by rodding. choke remover. Pressure technique / manually or other wise to clear blockage upto entire satisfaction of users, including refixing of oval assess door covers with new nuts & washers and refixing manhole covers, including removing of all wastes, solid or liquid sludge and depositiong the sludge in a pit of suitable size (at empty /open area) at a distance exceeding 50 meters from the building where directed and covering the same with the soil obtained from excavation of pit after treating the sludge by spreading the bleaching powder as directed to reduce the foul gases including all excavations and earthwork complete all as specified and as directed by Engineer-in-Charege. Notes: 1.The rate of excavation and earth work is included in this item and nothing shall be paid extra on this account. 2. All precautions to be taken by all workers while working in foul condition. Contractor shall make necessary arrangments while carryout the work and take all necessary precautions to avoid any mishappening as directed by Engineer-in-charge . 3. The contractor shall obtain and maintain , at his own cost, an insurance policy under the Workmen's compensation Act,1923, or Employee's Compensation Act, as applicale, and any other statutory requirements, for all workers employed by him on the site. This policy shall cover all liabilities of the contractor arising out of injury,disability, or death of workers during the course of employment. The insurance must be valid for the entire duration of the contract and proof of the same shall be submitted to the Engineer-in-charge before commencment of work.Nothing shall be paid extra on this account.

Material and labour for cleaning of existing sewage system / pipe line 100/150/200mm dia (length of pipe line manhole to manhole including cleaning of manholes (any type rectangular / square / circular) located in different situations / sites, taking off the manhole cover (Cast Iron or RCC) and placing in the same original position after getting out liquid / sludge / solid contents from the manholes / sewage line and complete perfect function / running / flowing condition without any obstruction by revmoving all blockage in system with manual labour (rodding manually) or by mechanically sewage suction pump (at contractor's discretion as required at site ) making it fully functional to the entire satisfaction of Engineer-in-Charge including removing of all wastes, solid or liquid sludge through closed container and depositing the sludge in a pit of suitable size (at empty/ open area) at any distance upto 200 meters from the line / colony area where directed and covering the same with the soil obtained form excavtion of pit after treating the sludge by spreading the bleaching powder as directed to reduce the foul gases inclujding all excavations and earthwork complete all as specified and as directed by Engineer-in-Charge. Notes: 1.The rate of excavation and earth work is included in this item and nothing shall be paid extra

Empting choked up septic tank and soakage pit by providing sewage suction vehicle of capacity 5000ltrs (BMC Pattan) including other necessary arrangments such as sweepers to clean up the site revoving & disposing the entire rerieved meterial to a near STP with in defence land complete all as specified and directed. Notes:- (a) All precautions to be taken by all workers while working in foul condition. Contractor shall make necessary arrangments while carryout the work and take all necessary precautions to avoid any mishappening as directed by Engineer-in-charge . (b) After cleaning vehicle will be contractors property. (c) Contractor or his accredited representative shall be available during the cleaning. (d) complete process shall be completed in all respects within a day. (e) Sewage Suction Vehicle of capacity 5000ltrs (BMC Pattan) shall be provided by contractor at his own cost and nothing shall be paid extra on this account. (f) During the execution of work all the saftey precautions will be adhered by the workers and contractor to avoid any mishappening . (g) The contractor shall obtain and maintain , at his own cost, an insurance policy under the Workmen's compensation Act,1923, or Employee's Compensation Act, as applicale, and any other statutory requirements, for all workers employed by him on the site. This policy shall cover all liabilities of the contractor arising out of injury,disability, or death of workers during the course of employment. The insurance must be valid for the entire duration of the contract and proof of the same shall be submitted to the Engineer-in-charge before commencment of work.Nothing shall be paid extra on this account.