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Tender For Sobta Well In Village Malasar Near Rakesh Godaras House - Excavation Of Soil To A Depth Of 1.5 M In The Foundation, Trench, Or Drain, Compacting The Bottom, Watering, Tamping The Sides, Removing The Excavated Soil, Filling The Voids After Fill, ramsar-Rajasthan

Tender Notice

51790738
Tender For Sobta Well In Village Malasar Near Rakesh Godaras House - Excavation Of Soil To A Depth Of 1.5 M In The Foundation, Trench, Or Drain, Compacting The Bottom, Watering, Tamping The Sides, Removing The Excavated Soil, Filling The Voids After Fill
Tender
Indian
Rajasthan
Ramsar
27-10-2025

Tender Details

Tender For Sobta Well In Village Malasar Near Rakesh Godaras House - Excavation of soil to a depth of 1.5 m in the foundation, trench, or drain, compacting the bottom, watering, tamping the sides, removing the excavated soil, filling the voids after filling the foundation with soil again, and disposing of the remaining soil up to a distance of 50 meters (in ordinary/soft soil).2. For cement concrete foundations or floors, use 40 mm nominal size stone aggregate (crusher broken)/brick clay in a cement-sand mixture in the ratio of 1 cement: 5 sand: 10 aggregate, and compacting, including compaction. (with crusher broken stone aggregate)3. Foundation and plinth: First-grade brickwork in a cement-gravel mixture of 1:6 or 1:8, including filling and compaction of side cracks. (Cement mortar 1:6)4 Cement plaster on the wall using a mixture of cement and gravel in a 1:6 ratio, 20 mm thick, with the joints scraped and regularly cured for 14 days.5 Iron work in grills/gates, etc., including cutting, mounting, and fitting of flat cornices, tees, and channels.6 (b) Stone i Ballast 1/11 Cut voids Crusher aggregate of 40 mm nominal size at work site7 construction of tube well form gound level and up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium starta unconsolidated formation such as pebbles, boulders etc.8 P and L of IS mark PVC-U casing and screen pipe as per IS-12818-2010 or amended up to date having pipe thickness as per IS code suitable for TW and DCB with threading, winding with superior Quality of plastic mesh and rope in three layers with and cap complete as per technical specification and dirction of engineer in charge. 250 mm dia nominal internal dia9 Development of tubewell having depth up to 250mtr as per IS 11189-1985 and IS 2800using suitable to give sand free water for required yield of the gravel packed tubewell.10 PLANNING BOARD AND CONTIGENCY CHARGES

Key Value

Document Fees
INR 500 /-
Tender Value
INR 3.10 Lakhs /-

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