Rural Water Supply And Sanitation Department Tender

Earth work excavation for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whoever necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means.[RDW&S BGM SR 2019-20 Chapter No: 2 Item No: 2.23.1] ordinary soil depth upto 3m. Ordinary soil

Earth work excavation for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whoever necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means.[RDW&S BGM SR 2019-20 Chapter No: 2 Item No: 2.23.1] ordinary soil depth upto 3m. Hard Soil

Earth work excavation for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whoever necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means.[RDW&S BGM SR 2019-20 Chapter No: 2 Item No: 2.23.1] ordinary soil depth upto 3m. Soft rock withoutblasting

"Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. [RDW&S SR 2019-20 Chapter No: 2 Item No: 2.26.2 & 2.26.3] Cutting in Cement Concrete Road Surface. 63 mm dia In CC Road

Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches,laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning.The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. Note: As per the IS 4985/2000[RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d,e,f,g,h,I,j] HDPE PIPES OF 6 Kg/cm2)63 mm PE100

Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches,laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning.The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. Note: As per the IS 4985/2000[RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d,e,f,g,h,I,j] HDPE PIPES OF 6 Kg/cm2)75 mm PE100

Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches,laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning.The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. Note: As per the IS 4985/2000[RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d,e,f,g,h,I,j] HDPE PIPES OF 6 Kg/cm2)90 mm PE100

Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [RDW&S SR 2019-20 Chapter No: 12 Item No: 12.05 a, b, c ]50.00mm dia

Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [RDW&S SR 2019-20 Chapter No: 12 Item No: 12.05 a, b, c ]80.00mm dia

Labour charges for making, fixing and testing of flanged joints for Cast Iron pipes / D.I. Pipes and specials with rubber insertion and necessary bolts and nuts and giving necessary hydraulic pressure test including conveying, loading and unloading the jointing materials etc., complete.[RDW&S SR 2019-20 Chapter No. 10 Item No: 10.08 ] 80mm dia

Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.40]80 mm dia

Road Restoration CC Road Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms.thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery,curing complete as per specifications.[RDW&S SR 2019-20 Chapter No: 4 Item No: 4.01] 63 mm dia In CC Road]

Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits. "[RDW&S BGM SR 2019-20 Chapter No: 2 Item No: 2.25]Qty as per Item No. 1.

Supplying and fixing of fixed height surface box H -4057 MD - KU with PP 40% GF Lid housing of PA+ locking clip of PP with notched bolt M 12 x 130 hexagon hrad A2 - 70 for service connection valves design derived from DIN 4057 should be supplied with support tile ( FSL, FSS , SI) should br able to recieve class AA traffic loads [KUWS&DB SR 2018-19 Pg No. 23 item 20]

Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available and refilling the excavated trenches giving satisfactory hydraulic test etc., complete [RDW&S BGM SR 2019-20 Chapter No: 10 Item No: 10.02 ]