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2,017 results • Best match
Construction of Rooftop Water harvesting Structure with Recharge Shaft PS Kaman Under MJSA 2-2
Construction of Tube Well from ground level and up to 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. Nominal bore 250 mm dia.
Construcion of Recharge Shaft for Aquifers PS Bhusawar MJSA 2.2
Construction of Tube Well from ground level and up to 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. Nominal bore 250 mm dia.Nominal bore 250 mm dia.
Protection to scoured bank on C.E no. 78 (A) on Mahanadi right near Santara
Quarrying, Collecting, supplying blasted hard granite stone boulder of 15 cm to 30 cm size from approved quarry free from weather skin surface and other deleterious materials, packing the stones in rip raps and slope protection works in river embankments to required profile in all heights and depths including filling the interstices with small stones. wedging and hammering with 5Ka. hammer including fixing wave breakers with all cost, conveyance,labour, required for the work, royalty, cess, hire and running charges of machineries and transportation of all materials of approved quality with all leads, lifts, delifts handling and re-handling charges including all other incidental charges required to complete the work as per the specification and direction of the Engineer-in-charge. (Measurement will be taken on finished level sections)
Protection to scoured bank and improvement to Mahanadi left embankment service road from Ratapata to Gobardhanpur
Quarrying, collecting, supplying & stacking of hard granite stone boulder of size 15cm to 30cm from approved quarry free from weather skin surface and other deleterious materials, packing the stones to required profile in all heights and depths including filling the interstices with small stones, wedging and hammering etc. including cost, conveyance, labour, T&P required for the work, royalty, EMF, DMF & additional charges, taxes, cess, hire and running charges and transportation of all materials of approved quality with uniform colour and texture with all leads, lifts, delifts handling and re-handling etc. including all other incidental charges and other taxes as applicable required to complete the work as per the specification and direction of the Engineer-in-charge.
Protection to scoured bank on Mahanadi left near Nuadihi for the year 2026-27
Quarrying, collecting and supplying good quality hard broken stone of size 30cm & above from approved quarry of approved quality, free from weathered skin surface and other deleterious materials including stacking at work site for pre-measurement with quality control test of materials and conveying from stacks and Dumping at worksite in rip-rap of earth dam or dyke including filling interstices with small stones and wedge stones, hammering, surface packing & fixing wave breakers with all leads, lifts & delifts including cost, carriage, royalty, DMF, EMF, Additional charges, labour cess, other incidental charges and all other taxes of all materials etc. complete as per direction of the Engineer-in-charge. (1/6th volume will be deducted from finished level section towards voids).
Restoration to Scoured bank on Mahandi Left near village Kandha from RD 570 m to 700 m for the year 2026-27
Quarrying, collecting and supplying good quality hard granite broken stone of size 15 cm to 30 cm from approved quarry of approved quality, free from weathered skin surface & other deleterious materials including stacking at worksite for premeasurement with quality control test of materials and conveying from stacks and Packing in approved profile in river embankments including filling interstices with small stones, wedge stones, with all leads, lifts & delifts including cost, carriage, royalty, DMF, EMF, Additional charges, labour cess, other incidental charges and all other taxes of all materials etc. complete as per direction of the Engineer-in-charge.