tender for 1 panchayat pipra vijayavar nuna nadi me high level rcc pul ka nirman karya 2 h.l. bridge work 3 foundation 4 excavation for structures 5 earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. 6 i) upto 3m depth 7 providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth 8 providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth 9 providing and laying cutting edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification. 10 plain / reinforced cement concrete in well foundation complete as per drawing and technical specification 11 well curb(iv) rcc m-35 gradecase-i : with batching plant, transit mixer and concrete pump 12 well steining(vii) rcc m-30 gradecase-i : with batching plant and concrete pump 13 bottom plug(i) pcc grade m-20case-i : with batching plant and concrete pump 14 top plug(ii) pcc grade m-20case-i : with batching plant and concrete pump 15 well cap(ii) rcc grade m-30case-i : with batching plant, transit mixer and concrete pump 16 sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level. 17 sandy soil 18 depth below bed level upto 3.0 m. 19 beyond 3 m upto 10 m depth 20 beyond 10 m upto 20 m 21 add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter 22 beyond 20 m upto 30 m 23 add 20% of cost for kentledge including supports, loading arrangement and labour. 24 sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. depth of sinking is reckoned from bed level.