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| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5 m depth for laying of cable/ stay assy/LT poles and getting out in hard/dense soil complete all as specified and directed by Engr-in-Charge. |
| 2 | Returning filling incl spreading watering and well ramming in layers not exceeding 25cm in hard and dense soil. |
| 3 | Removing excavated material not exceeding 50 mtrs and depositing where directed at a level n. exc 1.5mtr above the starting point. |
| 4 | Taking up/down old DI/GI/PP-R tubing connection including clearing from trenches complete as directed by Engr-in-charge of following sizes:- |
| 5 | Description all as per item No. 4.00 here-in-before but for PP-R pipe 20 mm dia |
| 6 | Description all as per item No. 4.00 here-in-before but for PP-R pipe 25 mm dia |
| 7 | Description all as per item No. 4.00 here-in-before but for PP-R pipe 32 mm dia |
| 8 | Description all as per item No. 4.00 here-in-before but for GI/PP-R pipe 50 mm dia |
| 9 | Description all as per item No. 4.00 here-in-before but for GI/PP-R pipe 63 mm dia |
| 10 | Supply & Laying of 3-layer PP-R (Polypropylene Random Co-polymer) pipes SDR 7.4 & SDR 11 UV stabilised antimicrobial welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fitting bore of dia pipes in 20 mm fixed complete all as specified and as directed by Engineer-in-Charge. |
| 11 | Description all as per item No. 10.00 here-in-before but for PP-R pipe 25 mm dia |
| 12 | Description all as per item No. 10.00 here-in-before but for PP-R pipe 32 mm dia |
| 13 | Description all as per item No. 10.00 here-in-before but forPP-R pipe 50 mm dia |
| 14 | Description all as per item No. 10.00 here-in-before but for PP-R pipe 63 mm dia |
| 15 | Disconnecting existing tanks, setting aside (or lowering if required) for repairs , cleaning ete. And hoisting if requeired reconnecting and refixing in same position of tank capacity execeeding 250 ltrs and not exceeding 500 litres , all as specified and directed by Engr-in-Charge. |
| 16 | Disconnecting existing tanks, setting aside (or lowering if required) for repairs , cleaning ete. And hoisting if requeired reconnecting and refixing in same position of tank capacity execeeding 500 ltrs and not exceeding 1000 litres , all as specified and directed by Engr-in-Charge. |
| 17 | S&F, Rotational moulded polyethylene water storage tank (cylinderical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I of capacity 1000 litres including all accessories, all as specified. |
| 18 | S&F, Rotational moulded polyethylene water storage tank (cylinderical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I of capacity 750 litres including all accessories, all as specified. |
| 19 | S&F, Rotational moulded polyethylene water storage tank (cylinderical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I of capacity 500 litres including all accessories, all as specified. |
| 20 | Construction of stone masonary valve pit chamber of size 90cm x 90cm x 160 cm (internal dimension) including all necessary excavation and earth work in hard/dense soil and disposal of surplus soil to a distance not exceeding 50 meters as directed including PCC in foundation of the mixture (1:4:8) type D-2 stone masonary in cement mortor 1:4 rendering 15 mm thick in cement mortar 1:4 internally finished even and fair and pointing flush externaly as the work proceeds in the same mortar as of stone masonary including MS frame (made out of angle in 40x40x6mm) and MS steel cover 3.15 mm thick with handle and locking arrangement with hinges angle iron flat as required at site |
| 21 | Repairs to submersible pumpset of capacity 10 - 15 HP, 3 phase, 415 volts involving the following operations :(a) Opening of the defective motor in MES yard / pump house/ workshop, cleaning the covers and parts as applicable in presence of Engineer-in-Charge to ascertain the quantum of defects and repairs involved.(b) Transporting the defective motor to contractor's workshop for repairs as directed by the Engineer in Charge and carrying out the needful repairs including replacement of defective unserviceable parts.(c) Assembling the motor after repair.d) Spray painting the repaired motor externally with two coats of synthetic enamelled paint of shade as approved by the Engineer-in-Charge.(e) Transporting the repaired motor to MES yard/ workshop and carrying out necessary test in presence of Engineer-in-Charge to establish the functionability of the repaired motor up to the entire satisfaction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 22 | Repairs to submersible pumpset of capacity 10 - 15 HP, 3 phase, 415 volts involving the following operations :(a) Opening of the defective motor in MES yard / pump house/ workshop, cleaning the covers and parts as applicable in presence of Engineer-in-Charge to ascertain the quantum of defects and repairs involved.(b) Transporting the defective motor to contractor's workshop for repairs as directed by the Engineer in Charge and carrying out the needful repairs including replacement of defective unserviceable parts.(c) Assembling the motor after repair.d) Spray painting the repaired motor externally with two coats of synthetic enamelled paint of shade as approved by the Engineer-in-Charge.(e) Transporting the repaired motor to MES yard/ workshop and carrying out necessary test in presence of Engineer-in-Charge to establish the functionability of the repaired motor up to the entire satisfaction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
