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Remodeling of storm water drain as per New Master Drainage Plan 2025 of Lal Sai Marg (From Jail Road to Pankha Road (Both Side) under PWD Division West Road-1, Sub Division WR-12, New Delhi.)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Remodeling of storm water drain as per New Drainage Master Plan in place of old brick / pipe drain from Khaira More to Pandwalan Outfall on Rao Laxmi Chand Marg (ID 1174) under AC-35 (Najafgarh) under SD-23, SWR-2, New Delhi.
Diverting drain water/effluent from existing drain by excavating trench/providing RCC pipes of required size/by pumping arrangements for the purpose of construction of new drain at the alignment of existing drain and refilling the trenches, if excavated, with available excavated materials, without clot, by mechanical/manual means in layers not exceeding 20 cm in depth, proper watering and leveling with proper compaction etc. all complete and as per direction of Engineer-in-Charge. The excavated material received from trenches for diversion drain shall be dumped on nearby available space and same will be used for refilling after fulfilling requirement of diversion. (Nothing extra will be paid on any account including size and capacity of diversion drain/lead and lift for excavation/excavated material, size of temporary drainage pipes, capacity of pumps deployed or for any other reason whatsoever). For the purpose of measurement, length of existing drain whose water is to be diverted will be measured. For existing drain width
Remodeling of storm water drain as per New Drainage Master Plan in place of old brick / pipe drain from Rawta More to Malikpur Chowk at Capt. Prithvi Singh Dagar Marg (ID 1175) under AC-35 (Najafgarh) under SD-23, SWR-2, New Delhi.
Diverting drain water/effluent from existing drain by excavating trench/providing RCC pipes of required size/by pumping arrangements for the purpose of construction of new drain at the alignment of existing drain and refilling the trenches, if excavated, with available excavated materials, without clot, by mechanical/manual means in layers not exceeding 20 cm in depth, proper watering and leveling with proper compaction etc. all complete and as per direction of Engineer-in-Charge. The excavated material received from trenches for diversion drain shall be dumped on nearby available space and same will be used for refilling after fulfilling requirement of diversion. (Nothing extra will be paid on any account including size and capacity of diversion drain/lead and lift for excavation/excavated material, size of temporary drainage pipes, capacity of pumps deployed or for any other reason whatsoever). For the purpose of measurement, length of existing drain whose water is to be diverted will be measured. For existing drain width
Remodelling of existing storm water drain with RCC Precast drain as per new master drainage plan 2025 of LP Road from Kala Mandir Road to Sanjay Gandhi Hospital Road under Sub Division NWR-21, Division NWR-2, During 2025-26. (4th Call)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Remodeling of Storm Water Drain as per New Master Drainage Plan 2025 of (1) Lal Sai to Pankha Road (Both Side) (2) 60 Futta Road from Palam Drain to Mahavir Enclave Chowk) (Both Side) (3) Shani Bazar Road (From Vidhya Marg to Major P. Shri Kumar..
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Restoration work against PH work of P/L of 600mm i/d and 450mm i/d RCC NP 2 pipe line along with construction of new machine holes and road gullies near Plot no 29 MW Ind Area Phase-I Chd for smooth functioning of storm water drainage system
Laying, spreading and compacting stone aggregate of 63 to 45 mm gauge conforming to grading - ll in table 400-9 of MORTH specifications (5th revision) to water bound macadam specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MORTH specifications (5th revision)