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Annual item-rate tender for raising the manholes of sewerage chambers in Wards No. 01 to 40.
eProcurement System Government of Rajasthan Created By: Panna Ram Gurjar Created Date/Time: 23-Jun-2026 10:26 AM Tender Title: Annual item-rate tender for raising the manholes of sewerage chambers in Wards No. 01 to 40. Tender ID: 2026_DLB_565448_1
Annual maintenance estimate of Roads, Water Supply, Sewerage Scheme in M.T.S Kosli for the year 2025-2026
Annual maintenance estimate of Roads, Water Supply, Sewerage Scheme in M.T.S Kosli for the year 2025-2026
Providing Laying Jointing and Testing of HDPE pipe 315mm dia PE 80 PN 6.00 200 Rmt at Sain Curve for temporary restoration of main sewer line
C/O Retaining wall to protect the main trunk Sewer line of 400mm dia 4.50 Rmt Near Suhra Muhalla and to protect 150mm dia 15 Rmt at Mangwain near House of Arjun and C/O Stone MAsonry Manhole Chamber 2 Nos at Jail Road near Jail and Laying Joint
Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work, blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15 cm. layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surpius excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-Charge.
C/O RCC Manhole Chmaber 1 Nos near at Jail Road near DEO Office and Laying Jointing and Testing of of DI pipe 200mm dia 15 Rmt and C/O RCC Plate form to support the truss at Jail road near DEO Office 2 Nos
Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work, blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15 cm. layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surpius excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-Charge.