| 1. |
E-1 |
Clearing the canal land width including removing the trees , bushes,shrubs etc. including depositing the material outside the canal land width as directed etc complete. (SOR Surendranagar District 2021-22 Item no. E-1) (From Statement-1) |
13.5 |
Ha. |
0.0000
(
zero only ) |
0.0000 |
| 2. |
E-2 |
Stripping the canal construction width and borrow areas in all sorts of soil, soft and hard murrum including depositing the stripped material as and where directed within a lead upto 200m . (SOR Surendranagar District 2021-22 Item no. E-3) (From Statement-2) |
12,609.14 |
cum |
0.0000
(
zero only ) |
0.0000 |
| 3. |
E-3 |
Excavation of canal in all sorts of soils including yellow, sand and gravelly soils soft and hard murrum including depositing the excavated stuff in uniform layers in banks as and where directed including dressing the section etc complete with all lifts and lead upto 1.0 km. (As per R.A.1) (From Statement-3) |
6,237.374 |
cum |
0.0000
(
zero only ) |
0.0000 |
| 4. |
E-4 |
Earth work in embankment by pad method using selected soil, soft & hard murrum excavated from approved borrow area / village tanks etc.after clearing the site and stripping the borrow area conveying and spreading in uniform layers of 15 to 20 cm thickness and using of pad cutting excavated soil and hard murrumin embankment after compaction ,breaking clods and dressing to designed canal section etc. with lead upto 5 km and all lift.(Excluding royalty charges of materials)(As per R.A.2) (From Statement-3) |
47,063.5985 |
cum |
0.0000
(
zero only ) |
0.0000 |
| 5. |
E-5(a) |
Compaction of earthwork in embankment in uniform layers at optimum moisture content to required dry density including watering, rolling with suitable type of roller of specified capacity etc. complete.(SOR Surendranagar District 2021-22 Item no. E-12) (From Statement-3) |
39,250.8985 |
cum |
0.0000
(
zero only ) |
0.0000 |
| 6. |
E-5(b) |
Compaction of earth work in embankment above key & in dowel in uniform layers at optimum moisture content to required dry density including watering, rolling with suitable type of roller etc complete.(SOR Surendranagar District 2021-22 Item no. E-13) (From Statement-3) |
7,584.108 |
cum |
0.0000
(
zero only ) |
0.0000 |
| 7. |
E-6 |
Providing and fixing KM stone of size 45 cm x 30 cm x 90 cm in cement concrete bedding in grade 1:3:6 along the main canal alignment at an interval of 1 km including transporting to site and fixing in position and engraving chainage and painting etc. complete (SOR Surendranagar District 2021-22 Item no. S&I-9) |
6.0000 |
No. |
0.0000
(
zero only ) |
0.0000 |
| 8. |
E-7 |
Providing and fixing in position canal data boards of standard size 0.60 m x 0.45m with M.S. angle 40 mm x 40 mm x 6 mm with 3mm thick iron plate, 3 m height in 1 : 5 : 10 proportion concrete block size 40cm x 40 cm x 75 cm including painting existing data on the board etc. complete as directed. (SOR Surendranagar District 2021-22 Item no. E-20) |
6.0000 |
No. |
0.0000
(
zero only ) |
0.0000 |
| 9. |
L-1 |
Trimming of the canal section manually for preparing sub grade for laying cement concrete (C.C.) lining in all sorts of soil and murrum including watering and compacting bed & side slope etc. complete.(SOR Surendranagar District 2021-22 Item no. L-1(B) (From Statement-4) |
31,154.53 |
sq.mt |
0.0000
(
zero only ) |
0.0000 |
| 10. |
L-2 |
Providing and laying plain cement concrete lining of M-15 grade in bed, side slope and curvature including batching, mixing, transporting, placing, vibrating, smoth finishing, curing including dewtering where required including providing and filling the bituminous sealing compound of approved make in the expansion & construction joints as directed etc. complete.(manually with conventional mixer) (a) 7.5cm thick lining in bed (with water curing)(As per R.A.3) |
4,653.15 |
sq.mt |
0.0000
(
zero only ) |
0.0000 |
| 11. |
(b) |
7.5 cm thick lining in slopes and curvature (with membrane curing)(As per R.A.4) |
24,821.91 |
sq.mt |
0.0000
(
zero only ) |
0.0000 |
| 12. |
L-3 |
Providing and laying reinforced cement concrete lining of M-15 grade in bed, side slopes and curvature including batching, mixing, transporting, placing, vibrating, smooth finishing, curing including dewatering where required including providing and filling bituminous sealing compound of approved make in the the expansion & construction joints as directed etc.complete (reinforcement to be paid separately.).(manually with conventional mixer) (a) 12.5cm thick lining in bed (with water curing)(As per R.A.5) |
262.5 |
sq.mt |
0.0000
(
zero only ) |
0.0000 |
| 13. |
(b) |
12.5 cm thick lining in slopes and curvature (with membrane curing)(As per R.A.6) |
1,416.97 |
sq.mt |
0.0000
(
zero only ) |
0.0000 |
| 14. |
L-4 |
Providing and filling the polysulphide joint sealent of the approved make in the expansion and contraction joints in the C.C. lining including clearing the joints with air water jet.(SOR Surendranagar District 2021-22 Item no. L-9) (From Statement-4) |
8,274.1627 |
Mtr |
0.0000
(
zero only ) |
0.0000 |
| 15. |
L-5 |
Providing and placing in position reinforcement bars including cutting, bending, welding joints where necessary, hooking etc. complete as per drawing for all lead and lifts. ( A )TMT (From Statement-4) |
10.05 |
MT |
0.0000
(
zero only ) |
0.0000 |
| 16. |
S-1 |
Excavation for foundation in all sorts of soil including yellow sandy & gravelly soils, soft and hard murrum etc. including depositing the excavated stuff in uniform layers in banks or as where directed etc. complete for lead upto 1 km and all lift (By machinery) -(a) Above water table. (SOR Item No. S-1(A)-(i-a), Yr 2021-22) |
2,626.8698 |
m3 |
0.0000
(
zero only ) |
0.0000 |
| 17. |
S-1(b) |
SOFT ROCK (SOR Item No. S-1(B),( a) Pg No.-07 Yr 2021-2022) |
309.0435 |
m3 |
0.0000
(
zero only ) |
0.0000 |
| 18. |
S-1(c) |
HARD ROCK (SOR Item No. S-1(C),( a) Pg No.-07 Yr 2021-2022) |
154.5218 |
m3 |
0.0000
(
zero only ) |
0.0000 |
| 19. |
S-2 |
Backfilling the foundation trenches around the structures etc with selected excavated stuff including watering, ramming, compacting etc. complete. (SOR Item No. S-2, Pg No.-07 Yr 2021-2022) |
320.477 |
m3 |
0.0000
(
zero only ) |
0.0000 |
| 20. |
S-3 |
Providing and laying plain ordinary portland cement concrete of M-15 grade with cement, sand and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete. (Footing of barrel, Pier, Abutment, Column, Return wall, Chute wall, Transition wall etc.(Reinforcement to be paid seperately).(a) Cement Level 240 Kg. (As per Rate-Analysis No. 7) |
383.765 |
m3 |
0.0000
(
zero only ) |
0.0000 |
| 21. |
S-4 |
Providing and laying reinforced ordinary cement concrete of M-15 grade with cement, sand and coarse aggregate including centering, shuttering, , batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete. (For pier, abutment, Wing wall, glacies, R.C.C well coping, ring beam, R.C.C slab, approach slab, barrel etc.) (Reinforcement to be paid seperately).(a) Cement Level 240 Kg (As per Rate-Analysis No. 8) |
1,512.134 |
m3 |
0.0000
(
zero only ) |
0.0000 |
| 22. |
S-5 |
Providing and laying ordinary portland cement concrete M-20 grade with cement, sand and coarse aggregate including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete (For pier, abutment, wing wall, breast wall, dirt wall, retaining wall, glacies, R.C.C. slab, approach slab, barrel.(Reinforcement to be paid seperately).(a) Cement Level 300 Kg (As per Rate-Analysis No. 9) |
200.266 |
m3 |
0.0000
(
zero only ) |
0.0000 |
| 23. |
S-6 |
Providing and placing in position reinforcement bars including cutting, bending, welding joints where necessary, hooking etc. complete as per drawing for all leads and lifts. (B) TMT (SOR Item No. S-11(B), Pg No.-14 Yr 2021-2022) |
18.705 |
M.T. |
0.0000
(
zero only ) |
0.0000 |
| 24. |
S-7 |
Providing and fixing in position (different diameter) I.S., NP-3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion, using jute string soked in cement slurry, finishing joints and laying pipes to the designed grade and levels (As per Rate-Analysis No. 10(A TO D) (7.1) NP-3 class 300 mm dia pipe |
80.0000 |
m |
0.0000
(
zero only ) |
0.0000 |
| 25. |
7.2 |
NP-3 class 450 mm dia pipe |
10.0000 |
m |
0.0000
(
zero only ) |
0.0000 |
| 26. |
7.2 |
NP-3 class 600 mm dia pipe |
57.5 |
m |
0.0000
(
zero only ) |
0.0000 |
| 27. |
7.3 |
NP-3 class 750 mm dia pipe |
17.5 |
m |
0.0000
(
zero only ) |
0.0000 |
| 28. |
S-8 |
Providing and fixing marble plate of 20 cm x 15 cm x 2.54 cm thick including engraving and filling oil paint for letters as directed. (SOR Item No. S-41, Pg No.-20 Yr 2021-2022) |
28.0000 |
No. |
0.0000
(
zero only ) |
0.0000 |
| 29. |
S-9 |
Providing and fixing in position canal data boards of standard size 1.2 m x 0.9 m with M.S. angle 40 mm x 40 mm x 6 mm with 3 mm thick iron plate, 3m in height in 1:5:10 proportion concrete block size 40 cm x 40 cm x 75 cm Including painting existing data (SOR Item No. E-21, Pg No.-05 Yr 2021-2022) |
61.0000 |
No. |
0.0000
(
zero only ) |
0.0000 |
| 30. |
S-10 |
Providing and fixing in position 450 mm wide steps (for ladder) of 28 mm diameter bars at a spacing of 30 cm c/c with M.S. angle frame of 40 X 40 X 6 mmsize including painting the same with two coats of oil paint etc. complete. (SOR Item No. S-42, Pg No.-20 Yr 2021-2022) |
306.0000 |
No. |
0.0000
(
zero only ) |
0.0000 |
| 31. |
S-11 |
Providing and fixing M.S. steel grill with angle frame for head regulator including fixing arrangement supports etc. as per design, oil painting with one coat of primer and two coat of approved oil paint etc. complete. (SOR Item No. S-40, Pg No.-20 Yr 2021-2022) |
2.981 |
M.T. |
0.0000
(
zero only ) |
0.0000 |
| 32. |
S-17 |
Providing 300 mm thick pucca rubble pitching in C.M. 1:5 proportion with the surface pointed with cement mortar of 1:3 proportion etc. complete for all leads and lifts. .(As per RA 11) |
968.352 |
sq.mt |
0.0000
(
zero only ) |
0.0000 |
| 33. |
S-22 |
Earthwork in embankment using selected soil, soft & hard murrum excavated from approved borrow area / village tanks etc. including conveying, spreading in uniform layers, breaking clods and dressing to the designed canal section etc. with lead upto 5 km and all lift. (As per RA-2) |
732.016 |
m3 |
0.0000
(
zero only ) |
0.0000 |
| 34. |
S-25 |
Compaction of earthwork in embankment in uniform layers at optimum moisture content to required dry density including watering, rolling with suitable type of roller of specified capacity etc. complete. (SOR Item No. E-12, Pg No.-4,Yr 2021-2022) |
732.016 |
m3 |
0.0000
(
zero only ) |
0.0000 |
| 35. |
S-33 |
Providing and fixing 5 mm thick enamelled gauge plate including necessary gradation in white and blue etc. complete.160 mm wide. (SOR Item No. S-49, (B) Yr 2021-2022) |
18.2 |
m |
0.0000
(
zero only ) |
0.0000 |
| 36. |
S-40 |
Providing temporary moterable service road during construction including cleaning the site in 7m width, cutting undulations, filling depressions, watering & maintaining the same etc. complete. (SOR Item No. E-18 Yr 2021-2022) |
1.2 |
km |
0.0000
(
zero only ) |
0.0000 |
| 37. |
S-45 |
Providing and laying wearing coat 100 mm thick at center and 50 mm thick at ends of compacted asphaltic concrete with tack coat of 0.50 Kg/m2 using stone aggregates as per gradation and asphalt at 6.5% (which will vary as per design of mix in laboratory) to have the required specific gravity of the compacted final mix by weight of total mix per binder by hot mix hot laid process including consolidation and providing required plant and machinery, cost of fuel, oil, lubricant, labour charges etc. complete. (SOR Item No. S-34, Pg No.-19 Yr 2021-2022) |
6.65 |
m2 |
0.0000
(
zero only ) |
0.0000 |
| 38. |
S-46 |
Dismentalling the existing metal road surface including disposing off the dismentalled material as directed. (SOR Item No. S-50 © , Yr 2021-2022) |
6.65 |
m2 |
0.0000
(
zero only ) |
0.0000 |
| 39. |
S-47 |
Providing and fixing M.S. shutter of 3.15 mm thick as per drawing and including fabrication, fixing in position, and applying two coats of red oxide tagged by chain to anchor bar embedded in cement block etc. as directed. (As per Rate Analysis - 12) |
2.754 |
m2 |
0.0000
(
zero only ) |
0.0000 |
| 40. |
R |
Providing laying wbm surface road of 0.30 depth ( in two layers of 15 cm each ) of 40 mm to 63 mm size metal voids filled with sof murrum incuding collecting , caring spreading and consolidation of WBM surface with roller including watering etc. complete. |
330.0000 |
m3 |
0.0000
(
zero only ) |
0.0000 |