| 1 | 2 | Section -2 / Item 1 - Removing the surface boulders including necessary excavation if required & stacking them neatly including all leads & lifts etc. complete. | | 50.22 | Cum |
|---|
| 2 | 3 | Section -2 / Item2- Excavation in soil, soft murum, lime, shadu exceeding 1.5 m. in width including depositing the material as directed with lead upto 15 m. & lift up to 1.5 m. including dressing (CSR-1). | | 128.67 | Cum |
|---|
| 3 | 4 | Section -2 / Item3-Excavation in hard murum, hard man, kankar, pebbles (including boulders of size less than 0.1 cum) exceeding 1.5 m. in width including depositing the material as directed with lead up to 15 m. & lift up to 1.5 m. including dressing (CSR-2). | | 109.5 | Cum |
|---|
| 4 | 5 | Section -2 / Item 4 -Excavation in hard murum with boulders including stacking the material as directed with lead upto 15 m. &lift up to 1.5 m.including dressing. | | 13.69 | Cum |
|---|
| 5 | 6 | Excavation in soft rock exceeding 1.5 m. in width including depositing the excavated material as directed with lead up to 15 m. & lift up to 1.5 m. including dressing (CSR-3). | | 21.9 | Cum |
|---|
| 6 | 7 | Back filling-Construction of embankment for hearting with selected marerial directly from already deposited spoil including transporting the material upto a lead of 15m. &lift upto 1.5m. Laying in layers,spreading,breaking ciods,leveling the bank work including watering & consolidation &including royalty of marerials lead of water upto one km | | 34.28 | Cum |
|---|
| 7 | 8 | Providing & laying dry stone pitching 30cm thick to side slopes of embankment including dressing the bank with lead of 50m. & lift upto 1.50m.excluding pointing including quarry spauls etc.complete &including royalty of material (CSR-14) | | 1 | Cum |
|---|
| 8 | 9 | Extra Rate for Transportation of Rubble by \ntruck for pitching | | 1 | SQM |
|---|
| 9 | 10 | Section -16 B- Extra rate for every additional 10 meter lead by head load up to 150 m.(Govt..C.S.R. Item no.16)10 m. | | 288.61 | Cum |
|---|
| 10 | 11 | 20 m. | | 35.38 | Cum |
|---|
| 11 | 12 | Item no. 16 A-Extra rate for additional lift by head load For 1 cum (Govt..C.S.R. Item no.17) 1 .Additional Lift - 1.00 mtr | | 13.61 | Cum |
|---|
| 12 | 13 | 2 .Additional Lift- 1.50 mtr | | 21.77 | Cum |
|---|
| 13 | 14 | 3 . Additional Lift- 2.00 mtr | | 1 | Cum |
|---|
| 14 | 15 | 4. Additional Lift - 2.5 mtr | | 1 | Cum |
|---|
| 15 | 16 | 5. Additional Lift - 3.00 mtr | | 1 | Cum |
|---|
| 16 | 17 | 6 . Additional Lift - 3.5 mtr | | 1 | Cum |
|---|
| 17 | 18 | 7 . Additional Lift - 4.00 mtr | | 1 | Cum |
|---|
| 18 | 19 | FOUNDATION &BEDDING | | 82.46 | Cum |
|---|
| 19 | 20 | Section-4/ Item 2 - Providing and laying in situ cement concrete of grade M-15 (40 MSA) of trap / granite / quartzite / graded metal for foundation and bedding, compacting and curing including royalty of material etc. complete with an initial lead of 50 m. lift of 1.5 m. (CSR-19)SUB & SUPER STRUCTURE | | 73.18 | Cum |
|---|
| 20 | 21 | Section 5 / Item 2- Providing, erecting and laying formwork for plain surfaces and making surface suitable for concreting including dismantling etc. complete.(CSR-26) | | 117.79 | Cum |
|---|
| 21 | 22 | Section 5/Item 4 - Providing, erecting and laying, staging & centring formwork\nA) For first 3 m. height (CSR-28) | | 159.92 | Sqm |
|---|
| 22 | 23 | B) For every additional 1 m. height staging beyond the initial 3 m. height. (CSR-29) | | 19.36 | Sqm |
|---|
| 23 | 24 | Item No- Providing plain and MS of various size (temperate steel) as per design and estimate | | 0.57 | Mton |
|---|
| 24 | 25 | providing & ctting,bending,hooking\nlayinng in position &tying MS bars for Reinforcement of RCC work as per design and estimate | | 0.57 | Mton |
|---|
| 25 | 26 | Item No - Difference between Steel prices put in RSR and Rate at the time of tender ( as per water resources dept circular) | | 0.57 | Mton |
|---|
| 26 | 27 | Item No - Difference between Sand prices put in RSR and Rate put in sand auction( as per water resources dept circular - ) | | 70.04 | Mton |
|---|
| 27 | 28 | Item No - Difference between cement prices put in RSR and Rate put in Invoice by supplying authority | | 809.33 | Per bag |
|---|
| 28 | 29 | Item No- Quality testing for strength of RCC/ Material sample cube 7 days & 28 days after completion of works | | 1 | Lumpsum |
|---|
| 29 | 30 | Item No: Provision for work insurance charges at 1% of work cost | | 0.01 | Lumpsum |
|---|
| 30 | 31 | Item No: Providing Work Board of GI Sheet of Prescribed size 4 x3 Ft at Site Including Painting and Fixing with MS Angle in cement concrete | | 1 | Lumpsum |
|---|
| 31 | 32 | Item No: Charges For Providing Photo copies of Site at Diff stages, Papers for Completion and Handover the work | | 1 | Lumpsum |
|---|
