Yearly Unit Rates Of Composite Items For Maintenance And Repairs Works Of Irrigation Schemes Under Jurisdiction of Junagadh Irrigation Project Division, Junagadh For The Year 2026-2027

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

1 Clearing the seat of earthen dam including seat of spillway and HR including removing 1.00 Hac.

the trees, shrubs, bushes etc and depositing the materials outside the seat of dam

beyond 50mt from the toe line and upto 200mt lead as directed.

2 Stripping the seat of dam in all sorts of soils including soft murrum and hard 1.00 Cum.

murrum,and including depositing the materials as & where directed for dam seat &

inspection road etc with lead upto 1.0km and all lifts etc complete.

3 Excavation in all sort of strata and formations including depositing the unuseful 1.00 Cum.

excavated stuff as and where directed includingsorting and stacking useful materials in

measurable conditions as directed upto 200mt lead and all lift etc. complete including

dewatering. (A) IN OVERBURDEN including HARD MURRUM.

4 Excavation in all sort of strata and formations including depositing the unuseful 1.00 Cum.

excavated stuff as and where directed includingsorting and stacking useful materials in

measurable conditions as directed upto 200mt lead and all lift etc. complete including

dewatering.(B) IN SOFT ROCK.

5 Excavation in all sort of strata and formations including depositing the unuseful 1.00 Cum.

excavated stuff as and where directed includingsorting and stacking useful materials in

measurable conditions as directed upto 200mt lead and all lift etc. complete including

dewatering. (C) IN HARD ROCK.

6 Excavation in all sort of strata and formations including depositingthe unuseful 1.00 Cum.

excavated stuff as and where directed includingsorting and stacking useful materials in

measurable conditions as directed upto 200mt lead and all lift etc. complete including

dewatering. (D) IN BHAT ROCK.

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

7 Transporting including rehandling and spreading of the useful excavated materials of 1.00 Cum.

C.O.T.,Spillway foundation, Approach channel, Tail channel,HR,inspection road,approch

road, etc for embankment raising including spreading in uniform layers of specified

thickness, dressing, breaking clods & rolling at requisite moisture content to required

dry density with suitable type of roller and watering at OMC for lead upto 1.0 km and

all lift etc complete.

8 Quaring,transporting & spreading selected materials from borrow area for raising of 1.00 Cum.

embankment work in homogeneous section in uniform layers of specified thickness

(up to 23cm) as directed including dressing breaking clods and rolling at requisite

moisture contents to required dry density with roller of suitable type and watering at

OMC for lead upto 1.0 km and all lifts etc complete.

9 Quaring,transporting & spreading selected materials from borrow area for raising of 1.00 Cum.

embankment work in casing zone section in uniform layers of specified thickness (up

to 23cm)as directed includingdressing breaking clods and rolling at requisite moisture

contents to required dry density with roller of suitable type and watering at OMC for

lead upto 1.0 km and all lifts etc complete.

10 Quaring,transporting & spreading selected materials from borrow area for raising of 1.00 Cum.

embankment work in filling of COT and hearting zone in uniform layers of specified

thickness(up to 23cm) as directed including dressing breaking clods and rolling at

requisite moisture contents to required dry density with roller of suitable type and

watering at OMC for lead upto 1.0 km and all lifts etc complete.

11 Extra lead charges for transporting the borrow area/excavated usable materials for 1.00 Km/ Cum.

earthen dam beyond the basic lead of 1.0 km and up to 5.0 km for each additional Km

or part there of inclusive of all lift etc. complete.

12 Quarring,trasporting & laying horizontal and inclind sand filter of required gradation 1.00 Cum.

in earthen dam in layers of specified thickness includingrequired watering, light rolling

for all lead and lift etc complete.

13 Compaction of embankment work at requisite moisture content to the required dry 1.00 Cum.

density using rollers of suitable type at OMC standard inclusive of necessary spreading,

dressing, rolling as directed with all lead and lifts etc complete.

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

14 Watering charges for consolidation at OMC inclusive of all cost of materials and labour 1.00 Cum.

with all lead and lifts etc complete.

15 Providing and laying dry rubble pitching with 20 cms gravel/metal and 20 cms sand 1.00 Sq. Mt.

layers as base of inverted graded filter with providing and fixing precast conc. M-15

header stone,hand packing,trimming & dressing ofslopes etc complete. (a) 30 cms

thick stone pitching (H.S.size 15x15x45cm)

16 Providing and laying dry rubble pitching with 20 cms gravel/metal and 20 cms sand 1.00 Sq. Mt.

layers as base of inverted graded filter with providing and fixing precast conc. M-15

header stone,hand packing,trimming & dressing ofslopes etc complete. (b) 45 cms

thick stone pitching (H.S.size 15x15x60cm)

17 Providing and laying dry rubble pitching with 20 cms gravel/metal and 20 cms sand 1.00 Sq. Mt.

layers as base of inverted graded filter with providing and fixing precast conc. M-15

header stone,hand packing,trimming & dressing ofslopes etc complete. (c) 60 cms

thick stone pitching (H.S.size 15x15x60cm)

18 Providing and laying dry rubble pitching with 20 cms gravel/metal and 20 cms sand 1.00 Sq. Mt.

layers as base of inverted graded filter and without headers stone but including hand

packing trimming and dressing of slopes etc. complete (a) 30 cms thick stone pitching.

19 Providing and laying dry rubble pitching with 20 cms gravel/metal and 20 cms sand 1.00 Sq. Mt.

layers as base of inverted graded filter and without headers stone but including hand

packing trimming and dressing of slopes etc. complete (b) 45 cms thick stone pitching.

20 Providing and laying dry rubble pitching with 20 cms gravel/metal and 20 cms sand 1.00 Sq. Mt.

layers as base of inverted graded filter and without headers stone but including hand

packing trimming and dressing of slopes etc. complete (c) 60 cms thick stone pitching.

21 Providing and laying dry rubble stone pitching without base, inverted filter and header 1.00 Sq. Mt.

stone but with 10 cms thick murrum layer (for base) including hand packing &

trimming & dressing slopes etc complete (a) 15 cm thick stone pitching.

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

22 Providing and laying dry rubble stone pitching without base, inverted filter and header 1.00 Sq. Mt.

stone but with 10 cms thick murrum layer (for base) including hand packing &

trimming & dressing slopes etc complete (b) 23 cm thick stone pitching.

23 Providing and laying dry rubble stone pitching without base, inverted filter/murrum 1.00 Sq. Mt.

bedding and header stone including hand packing & trimming & dressing slopes etc

complete (a) 15 cm thick stone pitching.

24 Providing and laying dry rubble stone pitching without base, inverted filter/murrum 1.00 Sq. Mt.

bedding and header stone including hand packing & trimming & dressing slopes etc

complete (b) 23 cm thick stone pitching.

25 Providing and laying dry rubble stone pucca pitching without base, inverted filter and 1.00 Sq. Mt.

header stone but with 10 cms. thick murrum layer (for base) including hand packing

and trimming & dressing slopes etc complete (a) 15 cms thick stone pitching with

pointing in C.M. 1:2.

26 Providing and laying dry rubble stone pucca pitching without base, inverted filter and 1.00 Sq. Mt.

header stone but with 10 cms. thick murrum layer (for base) including hand packing

and trimming & dressing slopes etc complete (b) 23 cm thick stone pitching with

pointing in C.M. 1:2 .

27 Providing and laying dry rubble stone pucca pitching without base, inverted filter and 1.00 Sq. Mt.

header stone but with 10 cms. thick murrum layer (for base) including hand packing

and trimming and dressing slopes etc complete (c) 30 cm thick stone pitching with

pointing in C.M. 1:2.

28 Providing and laying CAGE stone pitching with mechanically double twisted galvanized 1.00 Sq. Mt.

wire mesh size not more than 75x75 mm and woven wire without base of inverted

filter and header stone but with 10 cms thick murrum bedding including hand packing

and trimming & dressing slopes etc. (a) 45 cm thick pitching

29 Providing and laying CAGE stone pitching with mechanically double twisted galvanized 1.00 Sq. Mt.

wire mesh size not more than 75x75 mm and woven wire without base of inverted

filter and header stone but with 10 cms thick murrum bedding including hand packing

and trimming & dressing slopes etc. (b) 60 cm thick pitching

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

30 Providing & laying dry rubble stone pucca pitching with panel (of size not more than 1.00 Sq. Mt.

10Sq. Mt. ) of stone masonry 45cm thick wall in C.M. 1:5, without base , inverted filter

and header stone but with 10 cms thick murrum layer (for base ) incl hand packing

and trimming and dressing slopes etc. (a) 45 cms thick stone pitching with pointing in

31 Providing & laying dry rubble stone pucca pitching with panel (of size not more than 1.00 Sq. Mt.

10Sq. Mt. ) of stone masonry 45cm thick wall in C.M. 1:5, without base , inverted filter

and header stone but with 10 cms thick murrum layer (for base ) incl hand packing

and trimming and dressing slopes etc. (B) 30 cms thick stone pitching with pointing in

32 Providing & laying dry rubble stone pucca pitching with panel (of size not more than 1.00 Sq. Mt.

10Sq. Mt. ) of stone masonry 45cm thick wall in C.M. 1:5, without base , inverted filter

and header stone but with 10 cms thick murrum layer (for base ) incl hand packing

and trimming and dressing slopes etc. (c) 23 cms thick stone pitching with pointing in

33 Providing and laying 60cm dia half round cement pipe for catch water drain and chute 1.00 Rmt.

drain on berms and down stream slopes of earthen dam incl necessary excavation and

back filling etc complete.

34 Providing and laying longitudinal open surface drain and gutter on top of earthen dam 1.00 Rmt.

incl excavation,P.C.C.M-15 bed concrete,brick masonry in C.M. 1:6,12 MM thick plaster

in C.M. 1:3 with necessary pipe and kerbing etc complete with curing

and all lead and lift.

35 Providing and laying plastered brick masonry for longitudinal collecting drain and 1.00 Rmt.

catch water drains with side slope of 1:1 on d/s side of earthen dam etc complete as

per drawing and design.

36 Providing and laying RCC NP-2 Pipe for chute on rear slope incl excavation and back 1.00 Rmt.

filling,jointing prior with collars,curing etc complete in C.M. 1:1 (a) 225mm dia pipe

37 Providing and laying RCC NP-2 Pipe for chute on rear slope incl excavation and back 1.00 Rmt.

filling,jointing prior with collars,curing etc complete in C.M. 1:1 (b) 300mm dia pipe

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

38 Providing and laying RCC NP-2 Pipe for chute on rear slope incl excavation and back 1.00 Rmt.

filling,jointing prior with collars,curing etc complete in C.M. 1:1 (c) 450mm dia pipe

39 Providing and constructing 23 cm thick brick masonry KUNDIS' of size 70x70x90 cms 1.00 No.

at the junction of chute pipe and catch water drains in C.M.1:5 with 12mm thick plaster

in C.M. 1:3 on both side incl excavation ,back filling finishing etc complete.

40 Quarring,transporting and laying rock fill for ROCK TOE using hard stone in layers 1.00 Cum.

directed including graded filter,necessary hand packing of stones for adjusting sides to

correct design slopes etc using light hammer driven wedges between rubble on

exposed face for all lead and all lifts etc comp.

41 Providing buried toe drain below rock toe or out side the d/s toe as per design and 1.00 Rmt.

drawing with excavation of drain in all sort of soil incl hard strata and depositing the

excavated material as directed with all lead, dressing the slopes, laying filter layer as

per drawing, laying open jointed 300 mm dia RCC NP-2 class Hume pipe and laying

rubble stones etc complete as per drawing.

42 Providing and laying open toe drain as per drawing, out side and adjoining d/s toe of 1.00 Rmt.

earthen dam with 30cm thick stone pitching with graded filter etc complete with

excavation of drain in all sort of strata incl hard strata and disposing the excavated

material as directed with all lead & lift.

43 Providing 1.0 (one ) meter wide steps in brick masonry in c.m. 1:5 on earthen dam as 1.00 Rmt.

per drawing with all lead and lift.

44 Providing 1.0 (one ) meter wide steps in on rip rap with Trade 30cm, 15cm rise in 1.00 Rmt.

brick masonry in C.M.1:5 with 23cm wide Parapet on both the side incl 10mm thick

plaster in C.M. 1:3 on expose faces incl 10cm thick foundation concrete M-10, as per

drawing with all lead and lift.

45 Dewatering for earthen dam and allied works, foundation areas,pits,trenches etc incl 1.00 HP-Hrs.

cost of pumping machineries, pipe lines,labours diesel/electricity/DG set, etc complete.

46 Cleaning the bed of C.O.T for foundation mapping,with air and water jet incl removal of 1.00 Sq. Mt.

all loose materials/debris etc complete.

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

47 Providing and constructing MANHOLE as per drawing in brick masonry in C.M.1:3 1.00 No.

includingrequired C.I. frame with cover,foot steps of 16mm dia.M.S. bar,NP-2class

cement pipe of dia.300 mm of required length for inlet and outlet,back filling with

selected material incl jointing the pipes in C.M 1:1 etc complete with bedding

concrete,coping and 12mm thick plaster.

48 Providing and fixing gauge post with M.S.Channel of size 150x75x5mm of required 1.00 Rmt.

length as per design with necessary foundation and with painted enameled plate and

fixing it on MS channel etc complete with necessary oil paint.

49 Providing turfing to the D/S slope of earthen dam with necessary selected soil 1.00 Sq. Mt.

covering, bio-organic manure, watering etc. complete.

50 Providing and laying longitudinal open surface drain of size 0.3x0.45mt(inside) on top 1.00 Rmt.

of earthen dam with RCC M-15(MSA- 20mm) concrete including excavation, bottom

slab of thickness 15 cms,inside wall of thickness 23cms and outer wall of 15 cm

thickness with reinforcement and outlet RCC pipe of dia 225mm of length 30cms at

every 90mt c/c etc complete with curing finishing & back filling with compaction and

all lead and lift.( As per drawing )

51 Providing and laying RCC M-15 (MSA-20mm) for longitudinal collecting drain and 1.00 Rmt.

catch water drains with bottom slab & side walls of thickness 15cms and with

necessary reinforcement on d/s side of earthen dam etc complete as per drawing and

52 Re-handling the excavated stuff inlcuding stacking as and where directed for all sort of 1.00 Cum

soil, soft murrum, hard murrum, soft rock, hard rock etc. for specified lead as under &

all lift including loading unloading transportation etc complete without rolling and

watering. (a) Lead up to 200 Mt..

53 Re-handling the excavated stuff including stacking as and where directed for all sort of 1.00 Cum

soil, soft murrum, hard murrum, soft rock, hard rock etc. for specified lead as under &

all lift including loading unloading transportation etc complete without rolling and

watering. (b) Lead 200 Mt. to 500 Mt..

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

54 Re-handling the excavated stuff including stacking as and where directed for all sort of 1.00 Cum

soil, soft murrum, hard murrum, soft rock, hard rock etc. for specified lead as under &

all lift including loading unloading transportation etc complete without rolling and

watering. (c) Lead 500 mt to 1 Km.

55 Earthwork / Back filling with selected earth brought from out side borrow area or 1.00 Cum.

from excavated useful material including watering ramming, Compaction with

pneumatic temping and all lead and lift etc complete.

56 Preparation of spillway and allied works foundations including removal of loose 1.00 Sq. Mt.

weathered material including hard rock by wedging, chiseling with all labours,tools

and materials for cleaning the foundations with compressed air and water jetting as

required etc complete.

57 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks ,compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel . For foundation concrete. (A) Concrete grade M-10 and MSA-40mm

58 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks ,compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel . For foundation concrete. (B) Concrete grade M-10 and MSA-80mm

59 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks ,compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel . For foundation concrete. (C) Concrete grade M-15 and MSA-40mm

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

60 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks ,compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel . For foundation concrete. (D) Concrete grade M-15 and MSA-80mm

61 Prov.& Laying in position controlled cement concrete using cement sand & gravel by 1.00 Cum.

machine mix for PCC including necessary formworks, compaction, ramming ,curing as

directed with all lead and lift etc complete. For foundation concrete / other general

purpose (A) Concrete grade M-10 and MSA- 63mm (Graded)

62 Prov.& Laying in position controlled cement concrete using cement sand & gravel by 1.00 Cum.

machine mix for PCC including necessary formworks, compaction, ramming ,curing as

directed with all lead and lift etc complete. For foundation concrete / other general

purpose (B) Concrete grade M-15 and MSA- 63mm (Graded)

63 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks, compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. training wall, side wall and general purpose. (A) Concrete grade M-15

and MSA-40mm (Graded)

64 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks, compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. training wall, side wall and general purpose. (B) Concrete grade M-15

and MSA-80mm (Graded)

65 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks, compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. training wall, side wall and general purpose. (C) Concrete grade M-20

and MSA-40mm (Graded)

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

66 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks, compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. training wall, side wall and general purpose. (D) Concrete grade M-20

and MSA-80mm (Graded)

67 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (i) For bucket and end sill etc (a) Concrete grade M-20 and MSA-

68 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (i) For bucket and end sill etc (b) Concrete grade M-20 and MSA-

69 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (i) For bucket and end sill etc (c) Concrete grade M-25 and MSA-

70 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (i) For bucket and end sill etc (d) Concrete grade M-25 and MSA-

71 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (ii) For ogee crest, u/s and d/s face skin concrete. (e) Concrete grade

M-20 and MSA-40mm(Graded)

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

72 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (ii) For ogee crest, u/s and d/s face skin concrete. (f) Concrete grade

M-20 and MSA-80mm(Graded)

73 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (ii) For ogee crest, u/s and d/s face skin concrete. (g) Concrete grade

M-25 and MSA-40mm(Graded)

74 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (ii) For ogee crest, u/s and d/s face skin concrete. (h) Concrete grade

M-25 and MSA-80mm(Graded)

75 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (iii) For pier concrete (I) Concrete grade M-20 and MSA-

76 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (iii) For pier concrete (J) Concrete grade M-20 and MSA-

77 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (iii) For pier concrete (K) Concrete grade M-25 and MSA-

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

78 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (iii) For pier concrete (L) Concrete grade M-25 and MSA-

79 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (iv) For conduits & gallaries,shafts and similar works (M) Concrete

grade M-20 and MSA-20mm(Graded)

80 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (iv) For conduits & gallaries,shafts and similar works (N) Concrete

grade M-20 and MSA-40mm(Graded)

81 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (iv) For conduits & gallaries,shafts and similar works (O) Concrete

grade M-25 and MSA-20mm(Graded)

82 Providing & Laying in position controlled cement concrete using cement sand & 1.00 Cum.

crushed metal aggregate by machine mix including necessary formworks compaction

by mechanical vibrator curing as directed with all lead and lift etc complete. Excluding

the cost of steel. (iv) For conduits & gallaries,shafts and similar works (P) Concrete

grade M-25 and MSA-40mm(Graded)

83 Providing & Laying in position 'NOMINAL MIX' cement concrete using cement sand 1.00 Cum.

and crushed aggregate by machine mix including necessary formworks ,centering

,scaffolding compaction by mechanical vibrator curing as directed with all lead & lift

etc. (A) Concrete grade 1:3:6 and MSA-40mm(Graded)

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

84 Providing & Laying in position 'NOMINAL MIX' cement concrete using cement sand 1.00 Cum.

and crushed aggregate by machine mix including necessary formworks ,centering

,scaffolding compaction by mechanical vibrator curing as directed with all lead & lift

etc. (B) Concrete grade 1:3:6 and MSA-80mm(Graded)

85 Providing & Laying in position 'NOMINAL MIX' cement concrete using cement sand 1.00 Cum.

and crushed aggregate by machine mix including necessary formworks ,centering

,scaffolding compaction by mechanical vibrator curing as directed with all lead & lift

etc. (C) Concrete grade 1:2:4 and MSA-40mm(Graded)

86 Providing & Laying in position 'NOMINAL MIX' cement concrete using cement sand 1.00 Cum.

and crushed aggregate by machine mix including necessary formworks ,centering

,scaffolding compaction by mechanical vibrator curing as directed with all lead & lift

etc. (D) Concrete grade 1:2:4 and MSA-80mm(Graded)

87 Providing & Laying in position 'NOMINAL MIX' cement concrete using cement sand 1.00 Cum.

and crushed aggregate by machine mix including necessary formworks ,centering

,scaffolding compaction by mechanical vibrator curing as directed with all lead & lift

etc. (E) Concrete grade 1:1.5:3 and MSA-20mm(Graded)

88 Providing & Laying in position 'NOMINAL MIX' cement concrete using cement sand 1.00 Cum.

and crushed aggregate by machine mix including necessary formworks ,centering

,scaffolding compaction by mechanical vibrator curing as directed with all lead & lift

etc. (F) Concrete grade 1:1.5:3 and MSA-40mm(Graded)

89 Providing, cutting, bending, binding and fixing in position as per drawing M.S.STEEL 1.00 M.T.

BAR reinforcement for R.C.C Works and anchor bars including cost of black annealed

16 to 18 BWG M.S. Wire etc. complete with all lead and lift.

90 Providing, cutting, bending, binding and fixing in position as per drawing H.Y.S.D. BAR 1.00 M.T

reinforcement for R.C.C. works and anchor bars including cost of black annealed 16 to

18 BWG M.S. wire etc complete with all lead and lift.

91 Providing, cutting, bending, binding and fixing in position as per drawing. TMT BAR, 1.00 M.T

reinforcement for R.C.C. works and anchor bars including cost of black annealed 16 to

18 BWG M.S. Wire etc. complete with all lead and lift. (a) Fe

92 Providing, cutting, bending, binding and fixing in position as per drawing. TMT BAR, 1.00 M.T

reinforcement for R.C.C. works and anchor bars including cost of black annealed 16 to

18 BWG M.S. Wire etc. complete with all lead and lift. (b) Fe

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93 Providing, cutting, bending, binding and fixing in position as per drawing. TMT BAR, 1.00 M.T

reinforcement for R.C.C. works and anchor bars including cost of black annealed 16 to

18 BWG M.S. Wire etc. complete with all lead and lift. (c) Fe

94 Providing and laying un-coursed rubble masonry in cement and sand mortar by mass 1.00 Cum.

and machine mixing including use of header and bond stones etc. and including

scaffolding and finishing to required shape and batter end steps etc. as per drawing

and racking out the joints curing etc. complete in all respect. For all lead lifts (a) in

C.M. 1:5 for foundation and superstructure

95 Providing and laying un-coursed rubble masonry in cement and sand mortar by mass 1.00 Cum.

and machine mixing including use of header and bond stones etc. and including

scaffolding and finishing to required shape and batter end steps etc. as per drawing

and racking out the joints curing etc. complete in all respect. For all lead lifts (B) In

C.M. 1:3 for super structure

96 Providing and laying brick masonry using std. modular brunt bricks (2nd class) and 1.00 Cum.

cement mortar by mass incl striking out joints,curing,finishing and scaffolding etc.

complete. (a) IN C.M. 1:5 For all lead and lift.

97 Providing and laying brick masonry using locally available traditional (2nd class) 1.00 Cum.

bricks and cement mortar by mass including striking out joints, curing, finishing and

scaffolding etc. complete. (a) IN C.M. 1:5 For all lead and lift.

98 Providing and laying Fly ash brick masonry using comman burnt fly ash bricks , having 1.00 Cum.

strenght not less than 35 kg /sq.cm. in cement mortar by mass incl striking out

joints,curing,finishing and scaffolding etc. complete. (a) IN C.M. 1:5 For all lead and lift.

99 Cement plaster 20 mm thick in single coat to stone masonry in C.M. 1:3 including 1.00 Sq. Mt.

finishing, curing, scaffolding etc. complete. (a) UPTO 6.00 Mt. HEIGHT

100 Cement plaster 20 mm thick in single coat to stone masonry in C.M. 1:3 including 1.00 Sq. Mt.

finishing curing scaffolding etc. complete. (b) ABOVE 6.00 Mt. HEIGHT

101 Cement plaster 15mm thick in single coat to brick masonry in C.M. 1:3 incl 1.00 Sq. Mt.

finishing,curing,scaffolding etc complete. (a) UPTO 6.0 Mt HEIGHT

102 Cement plaster 15mm thick in single coat to brick masonry in C.M. 1:3 incl 1.00 Sq. Mt.

finishing,curing,scaffolding etc complete. (b) Above 6.0 Mt. HEIGHT

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No. 2024-25 (Without GST) in Rs.

103 Cement plaster 12mm thick in single coat to CC/RCC / masonry work in C.M. 1:3 1.00 Sq. Mt.

including finishing curing scaffolding etc complete. (a) UPTO 6.00 Mt. HEIGHT

104 Cement plaster 12mm thick in single coat to CC/RCC / masonry work in C.M. 1:3 1.00 Sq. Mt.

including finishing, curing scaffolding etc complete. (b) ABOVE 6.00 Mt. HEIGHT

105 Cement plaster 10mm thick in single coat to CC/RCC work and brick work on fair side 1.00 Sq. Mt.

in C.M. 1:3 including finishing,curing,scaffolding etc complete. (a) UPTO 6.00 Mt.

106 Cement plaster 10mm thick in single coat to CC/RCC work and brick work on fair side 1.00 Sq. Mt.

in C.M. 1:3 including finishing,curing,scaffolding etc complete. (b) ABOVE 6.00 Mt.

107 Sand face type cement plaster 20mm thick in two coat (i) Backing coat 12mm thick in 1.00 Sq. Mt.

C.M. 1:3 and (ii) Finishing coat 8mm thick in C.M.1:2 including finishing curing

scaffolding etc complete. (a) UPTO 6.0 Mt. HEIGHT

108 Sand face type cement plaster 20mm thick in two coat (i) Backing coat 12mm thick in 1.00 Sq. Mt.

C.M. 1:3 and (ii) Finishing coat 8mm thick in C.M.1:2 including finishing curing

scaffolding etc complete. (b) Above 6.0 Mt. HEIGHT

109 Wire Mesh Cement plaster 20mm thick in C.M.1:3 with mesh of 90X90mm and wire 1.00 Sq. Mt.

2.5mm dia. including cost of anchor/holding bars fixed in the Masonry/CC/RCC at

specified spacing including drilling holes and grouting for retrofitting & repairing

including racking out joints, scaffolding curing etc complete.

110 Cement pointing in C.M.1:3 to stone masonry after racking out joints 20mm deep incl 1.00 Sq. Mt..

scaffolding ,watering and curing etc complete. (a) UPTO 6.0 Mt. HEIGHT

111 Cement pointing in C.M.1:3 to stone masonry after racking out joints 20mm deep incl 1.00 Sq. Mt..

scaffolding ,watering and curing etc complete. (b) Above 6.0 Mt. HEIGHT

112 Cement pointing in C.M.1:2 to stone masonry after racking out joints 20mm deep incl 1.00 Sq. Mt..

scaffolding ,watering and curing etc complete. (a) UPTO 6.0 Mt. HEIGHT

113 Cement pointing in C.M.1:2 to stone masonry after racking out joints 20mm deep incl 1.00 Sq. Mt..

scaffolding ,watering and curing etc complete. (b) Above 6.0 Mt. HEIGHT

114 Drilling 75 or 100 mm dia drainage holes by Mechanical Rotary (Dimond Bits) Drill 1.00 Rmt.

tools upto 6.0 mt or as specified depth below bucket including cleaning and washing

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No. 2024-25 (Without GST) in Rs.

115 Drilling 50mm dia holes by callyx method & mechanical cutting tools at 3.0 mt c/c or 1.00 Rmt.

as specified upto 3.0mt depth in spillway below bucket for anchor bars including

cleaning holes.

116 Labour chages for Fixing 25mm diameter Anchor bars as per drawing in foundation 1.00 Rmt.

below bucket including making ring at bottom & filling the holes with C.M.1:1 etc.

complete. Excluding cost of steel.

117 Drilling 75mm dia. Drainage holes by callyx method and mechanical cutting tools upto 1.00 Rmt.

10mt depth at 5.0mt c/c or as directed for the spillway including washing and cleaning

holes etc. complete.

118 Drilling for 35 mm or specified diameter Holes by mechanical rotary (Diamond bits) 1.00 Rmt.

drilling tools for P-TEST for spillway masonry.

119 Washing the test holes before P - TEST as directed etc. complete. 1.00 No.

120 Taking permeability test (P-TEST ) at 7 kg/cm2 pressure (max.) with packers for dam 1.00 No.

masonry as directed etc. complete.

121 Drilling 75mm or as specified dia. Exploratory bore holes using diamond core drilling 1.00 Rmt.

machine(hydraulic feeder machine) in all formations including masonry and concrete

with providing necessary standard core boxes of non teak wood with marking etc.

122 Providing & laying 225 mm dia. Half round NP-2 class RCC drainage pipe at 5.0mt c/c 1.00 Rmt.

or as specified below bucket as directed etc. complete.

123 Providing & laying 300 mm dia. Half round NP-2 class RCC Transverse collecting pipe 1.00 Rmt.

at 3.0mt c/c or as specified below bucket as directed etc comp

124 Providing & laying 150mm dia. G.I. (B-Class medium duty) outfall pipe at 5.0mt c/c or 1.00 Rmt.

as specified for drainage purpose as directed etc complete.

125 Providing and laying 600 mm dia NP-3 class drainage collection RCC hume pipe along 1.00 Rmt.

spillway length and making joints with drainage holes and porous blank shaft as

directed etc complete.

126 Providing and laying 200 mm dia ( internal diameter ) drainage shaft with pre cast 1.00 Rmt.

porous cement block in cement : aggregate ( 1:3 ) of size 40x40x20 cms etc complete.

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No. 2024-25 (Without GST) in Rs.

127 Providing and laying graded filters of sand,gravel/metal and over size metal ( 100 to 1.00 Cum.

150 mm) behind the retaining wall & wing walls as directed as per approved drawing

with all lead and lifts etc complete.

128 Providing & fixing in position double contraction joints in masonry/concrete at 1.00 Rmt.

specified intervals including installation of 1.5 mm copper strips & PVC diaphragm incl

embedding the same within concrete at sides and bottoms and filling the joints with

asphalt in the manner specified as per approved drawing including necessary

materials,labours etc .

129 Providing and fixing G.I. Pipe railing (B-class medium duty) as per design of 1.0 Mt. 1.00 Rmt.

height using 75X75X10mm size M.S Angle at 2.0 Mt., c/c for vertical posts and 38 mm

dia. G.I .Pipe for 4 horizontal rows including one coat of red oxide primer & two coats

of oil paint etc complete.

130 Providing and fixing in position 100/110 mm dia A.C. Pipe weep holes in the retaining 1.00 Rmt.

131 Providing and fixing in position 100/110 mm dia PVC Pipe weep holes in the retaining 1.00 Rmt.

132 Providing and fixing in position non return flap valve of approved design and make. (a) 1.00 No.

133 Providing and fixing in position non return flap valve of approved design and make. 1.00 No.

134 Providing & filling in contraction joints with 12mm thick bitumen sheet of approved 1.00 Sq. Mt.

quality as directed.

135 Providing and supplying anchor rods of size, shape and length as shown in the drawing 1.00 M.T.

or as directed for spillway gates including cutting,bending,threading, machining etc

complete with nuts and wishers and required treatment as directed etc.

136 Labour charges for fixing in position, horizontal and vertical anchor rods as per design 1.00 M.T.

& drawing including cost of providing necessary supports, templates and all required

accessories etc complete.

137 Dewatering of foundation area, pits & trenches of head works and allied works with 1.00 Hp-hr

diesel or electrical pumping arrangement including cost of pipe lines, other materials,

labours etc complete as directed with all lifts.

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No. 2024-25 (Without GST) in Rs.

138 Providing & fixing in position rock bolting incl supplying steel bars and drilling holes 1.00 Rmt.

of required diameter upto 50mm in all formation of rock strata,bolting,grouting with

cement mortar,curing etc complete.

139 Cleaning the bed of Spillway foundation prior to mapping, with air and water jet incl 1.00 Sq. Mt.

removal of all loose materials/debris etc complete.

SPILLWAY BRIDGE

140 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Pier Cap and Bed

block. (1/a) Concrete grade M-20 and MSA-20mm (Graded)

141 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Pier Cap and Bed

block. (1/b) Concrete grade M-20 and MSA-40mm (Graded)

142 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Pier Cap and Bed

block. (1/c) Concrete grade M-25 and MSA-20mm (Graded)

143 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Pier Cap and Bed

block. (1/d) Concrete grade M-25 and MSA-40mm (Graded)

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144 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Deck Slab (1/e)

Concrete grade M-20 and MSA-20mm (Graded)

145 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Deck Slab (1/f)

Concrete grade M-20 and MSA-40mm (Graded)

146 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Deck Slab (1/g)

Concrete grade M-25 and MSA-20mm (Graded)

147 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Deck Slab (1/h)

Concrete grade M-25 and MSA-40mm (Graded)

148 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Main & Cross Girder

(1/i) Concrete grade M-20 and MSA-20mm (Graded)

149 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Main & Cross Girder

(1/j) Concrete grade M-20 and MSA-40mm (Graded)

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150 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Main & Cross Girder

(1/k) Concrete grade M-25 and MSA-20mm (Graded)

151 Prov. & Laying. in position controlled cement concrete using cement,sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks

centering scaffolding compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Main & Cross Girder

(1/l) Concrete grade M-25 and MSA-40mm (Graded)

152 Prov. & Laying. in position controlled cement concrete using cement, sand and crushed 1.00 Rmt.

metal aggregate by machine mix for R.C.C work including necessary formworks,

centering, scaffolding, compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Parapet upto 15 cms

thick & 1.0 mt height (2/a) Concrete grade M-20 and MSA - 20mm (Graded)

153 Prov. & Laying. in position controlled cement concrete using cement, sand and crushed 1.00 Rmt.

metal aggregate by machine mix for R.C.C work including necessary formworks,

centering, scaffolding, compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Parapet upto 15 cms

thick & 1.0 mt height (2/b) Concrete grade M-25 and MSA - 20mm (Graded)

154 Prov. & Laying. in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks,

centering, scaffolding, compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Wearing coat 75 mm

thick.Filling expantion joint with asphalt (2/c) Concrete grade M-20 and MSA - 20mm

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155 Prov. & Laying. in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks,

centering, scaffolding, compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Wearing coat 75 mm

thick.Filling expantion joint with asphalt (2/d) Concrete grade M-25 and MSA - 20mm

156 Prov. & Laying. in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks,

centering, scaffolding, compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Kerbing (2/e)

Concrete grade M-20 and MSA - 20mm (Graded)

157 Prov. & Laying. in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

metal aggregate by machine mix for R.C.C work including necessary formworks,

centering, scaffolding, compaction by mechanical vibrator,curing as directed with all

lead & lift etc complete Excluding the cost of reinforcement. For Kerbing (2/f)

Concrete grade M-25 and MSA - 20mm (Graded)

158 Providing and fixing galvanized iron /cast iron 100mm dia water spouts incl necessary 1.00 No.

iron fittings as per design and drawing etc complete.

159 Providing and fixing metal expansion joints with M.S. Angle 35x35x6 mm and M.S.Plate 1.00 Rmt.

100x6mm as per design and drawing etc complete.

160 Providing and fixing in position ELASTOMER BEARING of size 480x310x48mm 1.00 Cu. Cms.

(nominal) incl elastomer pads adhesive, steel plates etc complete incl cost of materials

and labour and testing charges etc. as per drawing and design.

161 Providing and fixing in position white marble plate of size 60x45x1.8 cm including 1.00 No.

ingraving the letters as per drawing/as directed etc complete.

162 Providing and fixing in position Black granite plate of size 60x45x1.8 cm including 1.00 No.

ingraving the letters as per drawing/as directed etc complete.

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163 Prov. & Laying in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

aggregate by machine mix for R.C.C/CC work including necessary formworks centering

scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement For Staunching ring,coping,stilling basin

etc and other general purpose.(2/A) Concrete grade M-15 and MSA-20mm

164 Prov. & Laying in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

aggregate by machine mix for R.C.C/CC work including necessary formworks centering

scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement For Staunching ring,coping,stilling basin

etc and other general purpose.(2/B) Concrete grade M-15 and MSA-40mm

165 Prov. & Laying in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

aggregate by machine mix for R.C.C/CC work including necessary formworks centering

scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement For Staunching ring,coping,stilling basin

etc and other general purpose.(2/C) Concrete grade M-20 and MSA-20mm

166 Prov. & Laying in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

aggregate by machine mix for R.C.C/CC work including necessary formworks centering

scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement For Staunching ring,coping,stilling basin

etc and other general purpose.(2/D) Concrete grade M-20 and MSA-40mm

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167 Prov. & Laying in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

aggregate by machine mix for R.C.C/CC work including necessary formworks centering

scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement FOR WALLS, TOP & BOTTOM OUTLET

OF SLUICE GATE,ETC.(2/E) Concrete grade M-15 and MSA-20mm

168 Prov. & Laying in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

aggregate by machine mix for R.C.C/CC work including necessary formworks centering

scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement FOR WALLS, TOP & BOTTOM OUTLET

OF SLUICE GATE,ETC.(2/F) Concrete grade M-15 and MSA-40mm

169 Prov. & Laying in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

aggregate by machine mix for R.C.C/CC work including necessary formworks centering

scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement FOR WALLS, TOP & BOTTOM OUTLET

OF SLUICE GATE,ETC.(2/G) Concrete grade M-20 and MSA-20mm

170 Prov. & Laying in position controlled cement concrete using cement, sand and crushed 1.00 Cum.

aggregate by machine mix for R.C.C/CC work including necessary formworks centering

scaffolding compaction by mechanical vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement FOR WALLS, TOP & BOTTOM OUTLET

OF SLUICE GATE,ETC.(2/H) Concrete grade M-20 and MSA-40mm

171 Providing and laying IRS-NP-4 Pipes for conduit incl laying in position and making 1.00 Rmt.

joint in C.M.1:1 including curing,testing etc complete as per approved drawing with all

lead and lift. (A) 900 mm internal diameter.

172 Providing and laying IRS-NP-4 Pipes for conduit incl laying in position and making 1.00 Rmt.

joint in C.M.1:1 including curing,testing etc complete as per approved drawing with all

lead and lift. (B) 1100 mm internal diameter.

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173 Providing and laying IRS-NP-4 Pipes for conduit incl laying in position and making 1.00 Rmt.

joint in C.M.1:1 including curing,testing etc complete as per approved drawing with all

lead and lift. (C) 1200 mm internal diameter.

174 Providing and fixing air vent pipe to RCC hume pipe and fixing in the body of HR etc 1.00 Rmt.

complete (a) 225 mm dia.

175 Providing and fixing air vent pipe to RCC hume pipe and fixing in the body of HR etc 1.00 Rmt.

complete (b) 300 mm dia.

176 Providing & fixing chequarred plate (6mm thick) platform over RSJ steel beam as per 1.00 Sq. Mt.

approved drawing and design incl all necessary accessories for fixing the platform

with finishing the edge of plate and welding ,primer & epoxy paint etc complete.

177 Providing, laying & fixing M.S. grill made from 20mm dia bars fixed at 22cm c/c both 1.00 Sq. Mt.

ways by welding incl keeping necessary opening & supports with one coat of primer &

two coat of approved anti corrosive paint etc complete in all respect.

178 Providing, fabricating and erecting 60cms wide steel ladder of M.S. angle 50x50x6mm 1.00 Rmt.

for HR well as per drawing and design incl one coat of primer and two coat of anti

corrosive paints etc complete.

179 Providing, fabricating and erecting in position service gate and emergency gate incl 1.00 Sq. Mt.

cost of embedded parts, hoisting arrangement, finishing etc as per design and drawing

with one coat of primer and two coats of anti corrosive black epoxy paints etc

180 Providing, bending in shape and fixing in position 25mm dia (20+60+20cm long) 1.00 No.

M.S.bar for steps in HR well incl cutting,bending and fixing in position by drilling the

hole in RCC and grouting the same with cement mortar etc complete.

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181 Prov. & Laying in position "NOMINAL MIX" cement concrete using cement , sand & 1.00 Cum.

H.B.METAL by mass and machine mix for PCC including necessary formworks,

compaction, raming, curing as directed with all lead and lift etc complete. For

foundation concrete / other general purpose. Concrete (1:3:6) Metal Size- 63mm

(cement level 220 kg/cum)

182 Prov. & Laying in position "NOMINAL MIX" cement concrete using cement , sand & 1.00 Cum

gravel by mass and machine mix for PCC including necessary formworks, compaction,

raming, curing as directed with all lead and lift etc complete. For foundation concrete /

other general purpose. Concrete (1:3:6) Metal Size- 40mm to 63mm (cement level

183 Prov. & Laying in position cement concrete using cement, sand and crushed metal 1.00 Cum

coarse aggregate by mass and machine mix for PCC/RCC including necessary

formworks compaction by vibrator, curing as directed with all lead & lift etc complete.

(Excluding cost of steel) FOR BODYWALL, APRON, TRAINING WALL, SIDE WALL,

SPLAY WALL, KEY WALL, CUT OF WALL ETC. (4/a) Concrete (1:3:6) and MSA-40mm

(Cement level 220 kg/cum)

184 Prov. & Laying in position cement concrete using cement, sand and crushed metal 1.00 Cum

coarse aggregate by mass and machine mix for PCC/RCC including necessary

formworks compaction by vibrator, curing as directed with all lead & lift etc complete.

(Excluding cost of steel) FOR BODYWALL, APRON, TRAINING WALL, SIDE WALL,

SPLAY WALL, KEY WALL, CUT OF WALL ETC. (4/b) Concrete (1:3:6) and MSA-80mm

(Cement level 200 kg/cum)

185 Prov. & Laying in position cement concrete using cement, sand and crushed metal 1.00 Cum

coarse aggregate by mass and machine mix for PCC/RCC including necessary

formworks compaction by vibrator, curing as directed with all lead & lift etc complete.

(Excluding cost of steel) FOR BODYWALL, APRON, TRAINING WALL, SIDE WALL,

SPLAY WALL, KEY WALL, CUT OF WALL ETC. (4/c) Controlled Concrete grade M-15

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186 Prov. & Laying in position cement concrete using cement, sand and crushed metal 1.00 Cum

coarse aggregate by mass and machine mix for PCC/RCC including necessary

formworks compaction by vibrator, curing as directed with all lead & lift etc complete.

(Excluding cost of steel) FOR BODYWALL, APRON, TRAINING WALL, SIDE WALL,

SPLAY WALL, KEY WALL, CUT OF WALL ETC. (4/d) Controlled Concrete grade M-15

187 Prov. & Laying in position cement concrete using cement, sand and crushed metal 1.00 Cum

coarse aggregate by mass and machine mix for PCC/RCC including necessary

formworks compaction by vibrator, curing as directed with all lead & lift etc complete.

(Excluding cost of steel) FOR BODYWALL, APRON, TRAINING WALL, SIDE WALL,

SPLAY WALL, KEY WALL, CUT OF WALL ETC. (4/e) "Nominal Mix" Concrete grade

1:2:4 and MSA-40mm

188 Prov. & Laying in position cement concrete using cement, sand and crushed metal 1.00 Cum

coarse aggregate by mass and machine mix for PCC/RCC including necessary

formworks compaction by vibrator, curing as directed with all lead & lift etc complete.

(Excluding cost of steel) FOR BODYWALL, APRON, TRAINING WALL, SIDE WALL,

SPLAY WALL, KEY WALL, CUT OF WALL ETC. (4/f) "Nominal Mix" Concrete grade

1:2:4 and MSA-80mm

189 Providing and laying 15 cm thick STONE SOILING below apron using stone weighing 1.00 Sq. Mt.

not less than 20 kg or as specified as per design and drawing including hand packing

etc complete with all lead and lift.

190 Providing and laying STONE LOANCHING APRON by using 50% stone which having 1.00 Cum.

weighing not less than 40 kg or as specified including hand packing and filling the

interstices by spouls etc complete with all lead and lift.

191 Providing and placing in position 18 gauge G.I. Sheet strip of width 30 cm at 1.00 Rmt.

contraction joints as shown in the drawing or as directed.

192 Providing and fixing in position white marble plate of size 45x45x1.8 cm incl ingraving 1.00 No.

the letters as per drawing/as directed etc complete.

193 Labour charge for conveying and fixing the concrete needles in position and filling the 1.00 No.

earth between two rows of needles incl temping and watering etc complete as

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No. 2024-25 (Without GST) in Rs.

194 Labour charges for removing concrete needles from check dam and caring and 1.00 No.

stacking the same as directed.

195 Providing and supplying, the precast- RCC concrete grade M-20 sleepers of thickness 1.00 No.

5cms as per design and drawing with all lead and lift and stacking the same in the

store or safe as directed and incl the cost of reinforcement.(sleeper

size:1.65x0.15x0.05mt)

196 Drilling 25 mm dia. holes at distance as specified and depth up to 3.0 Mt. for check- 1.00 Rmt.

dam foundation & fixing anchor bars of specified diameter with cement grout

including cleaning holes as directed etc. ( excluding cost of bars )

197 Prov. & Laying in position cement concrete using cement, sand and crushed metal 1.00 Cum.

(40mm MSA) coarse aggregate by mass and machine mix for PCC including necessary

compaction by hand tamping, curing as directed with all lead & lift etc complete. C.C IN

1:4:8 FOR FOUNDATION LEVELING COURSE

198 Excavation in all sorts of strata and formations including depositing the un-useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth 0 to 3.00 Mt.)

(For all type Canal and foundation trenches of C.D. works) (A) IN OVERBURDEN

INCLUDING HARD MURRUM.

199 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth 0 to 3.00 Mt)

(For all type Canal and foundation trenches of C.D. works) (B) IN SOFT ROCK

200 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth 0 to 3.00 Mt)

(For all type Canal and foundation trenches of C.D. works) (C) IN HARD ROCK

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201 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth 0 to 3.00 Mt)

(For all type Canal and foundation trenches of C.D. works) (D) IN BHAT ROCK

202 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth 3.00 to

Mt) (For all type Canal and foundation trenches of C.D. works) (A) IN OVERBURDEN

INCLUDING HARD MURRUM.

203 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth 3.00 to

Mt) (For all type Canal and foundation trenches of C.D. works) (B) IN SOFT ROCK

204 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth 3.00 to

Mt) (For all type Canal and foundation trenches of C.D. works) (C) IN HARD ROCK

205 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth 3.00 to

Mt) (For all type Canal and foundation trenches of C.D. works) (D) IN BHAT ROCK

206 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth Above

Mt) (For all type Canal and foundation trenches of C.D. works) (A) IN OVERBURDEN

INCLUDING HARD MURRUM.

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207 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth Above

Mt) (For all type Canal and foundation trenches of C.D. works) (B) IN SOFT ROCK

208 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth Above

Mt) (For all type Canal and foundation trenches of C.D. works) (C) IN HARD ROCK

209 Excavation in all sorts of strata and formations including depositing the un useful 1.00 Cum.

excavated stuff as and where directed including sorting and stacking useful materials

as directed up to 30 Mt. lead etc complete including dewatering. (depth Above

Mt) (For all type Canal and foundation trenches of C.D. works) (D) IN BHAT ROCK

210 Earth work in embankment from borrow pits in all sort of soil and soft murrum or 1.00 Cum.

other suitable strata as directed including breaking clods and dressing to the design

section with lead as under and all lift including site clearance etc comp. For all canal

capacity & without rolling and watering. 0 to 30 Mt. lead

211 Earth work in embankment from borrow pits in all sort of soil and soft murrum or 1.00 Cum.

other suitable strata as directed including breaking clods and dressing to the design

section with lead as under and all lift including site clearance etc comp. For all canal

capacity & without rolling and watering. 30 to 200 Mt. lead

212 Earth work in embankment from borrow pits in all sort of soil and soft murrum or 1.00 Cum.

other suitable strata as directed including breaking clods and dressing to the design

section with lead as under and all lift including site clearance etc comp. For all canal

capacity & without rolling and watering. 200 to 1000 Mt. lead

213 Compaction of earth work in embankment in layers of 15 to 23 cms at OMC to required 1.00 Cum.

dry density incl necessary rolling with vibratory rollers of 10 to 12 tones capacity.

214 Dry rolling of earth work with light rollers of up to 2.0 tones capacity as directed with 1.00 Cum.

all lift etc complete.

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215 Extra rate for watering the earth work in embankment at OMC as directed etc 1.00 Cum.

216 Providing dummy bunds and gutter along the canal in all type of soil and murrum for 1.00 Cum.

proper drainage and using the excavated materials as directed etc complete with all

leads and lifts.

217 Prov. & Laying in position "Nominal Mix" cement concrete using cement , sand & Hand 1.00 Cum.

Broken Metal by mass and machine mix for PCC including necessary formworks,

compaction, ramming ,curing as directed with all lead and lift etc complete.For

foundation concrete / other general purpose (B) Concrete grade 1:2:4 and MSA -

218 Prov. and laying in position "NOMINAL MIX" cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete. FOR GENERAL PURPOSE (a) Concrete grade

1:3:6 and MSA-40 mm (cement level 220 Kg/cum)

219 Prov. and laying in position "NOMINAL MIX" cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for C.C. work including necessary

formworks centering, scaffolding, compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete. FOR GENERAL PURPOSE (a) Concrete

grade 1:3:6 and MSA-80 mm (cement level 200 Kg/cum)

220 Prov. and laying in position "NOMINAL MIX" cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete. FOR GENERAL PURPOSE (c) Concrete

Grade 1:2:4 and MSA-40 mm

221 Prov. and laying in position "NOMINAL MIX" cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete. FOR GENERAL PURPOSE (d) Concrete

Grade 1:2:4 and MSA-80 mm

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222 Prov. and laying in position "NOMINAL MIX" cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete. FOR GENERAL PURPOSE (e) Concrete

Grade 1:1.5:3 and MSA-20 mm

223 Prov. and laying in position "NOMINAL MIX" cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete. FOR GENERAL PURPOSE (f) Concrete

Grade 1:1.5:3 and MSA-40 mm

224 Providing and laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by vibrator, curing as directed with all

lead and lift etc complete Excluding the cost of reinforcement FOR PLINTH COURSE &

COPING (a) Concrete grade M-15 and MSA-20 mm

225 Providing and laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by vibrator, curing as directed with all

lead and lift etc complete Excluding the cost of reinforcement FOR PLINTH COURSE &

COPING (b) Concrete grade M-15 and MSA-40 mm

226 Providing and laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by vibrator, curing as directed with all

lead and lift etc complete Excluding the cost of reinforcement FOR PLINTH COURSE &

COPING (c) Concrete grade M-20 and MSA-20 mm

227 Providing and laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by vibrator, curing as directed with all

lead and lift etc complete Excluding the cost of reinforcement FOR PLINTH COURSE &

COPING (d) Concrete grade M-20 and MSA-40 mm

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No. 2024-25 (Without GST) in Rs.

228 Prov. And Laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement FOR

SLABS AND LOFTS (a) Concrete grade M-25 and MSA-20mm

229 Prov. And Laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement FOR

SLABS AND LOFTS (b) Concrete grade M-25 and MSA-40mm

230 Prov. And Laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement FOR

SLABS AND LOFTS (c) Concrete grade M-20 and MSA-20mm

231 Prov. And Laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement FOR

SLABS AND LOFTS (d) Concrete grade M-20 and MSA-40mm

232 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator,curing as directed

with all lead & lift etc complete Excluding the cost of reinforcement. FOR COLUMN

AND BEAMS (A) Concrete grade M-25 and MSA-20mm

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No. 2024-25 (Without GST) in Rs.

233 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator,curing as directed

with all lead & lift etc complete Excluding the cost of reinforcement. FOR COLUMN

AND BEAMS (B) Concrete grade M-25 and MSA-40mm

234 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator,curing as directed

with all lead & lift etc complete Excluding the cost of reinforcement. FOR COLUMN

AND BEAMS (C) Concrete grade M-20 and MSA-20mm

235 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator,curing as directed

with all lead & lift etc complete Excluding the cost of reinforcement. FOR COLUMN

AND BEAMS (D) Concrete grade M-20 and MSA-40mm

236 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Rmt.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement. FOR

PARAPET UP TO 15 CMS THICK & HT. 1.0 MT. (A) Concrete grade M-20 and MSA-

237 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Rmt.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement. FOR

PARAPET UP TO 15 CMS THICK & HT. 1.0 MT. (B) Concrete grade M-25 and MSA-

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No. 2024-25 (Without GST) in Rs.

238 Providing and laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement FOR

PIER AND ABT. (a) Concrete grade M-15 and MSA-40 mm

239 Providing and laying in position controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement FOR

PIER AND ABT. (b) Concrete grade M-20 and MSA-40 mm

240 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement FOR PIER

AND ABT. CAP (A) Concrete grade M-20 and MSA- 20mm

241 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement FOR PIER

AND ABT. CAP (B) Concrete grade M-25 and MSA- 20mm

242 Providing and laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement for skin

concrete, friction blocks, stilling basin (a) Concrete grade M-20 and MSA-20 mm

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

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No. 2024-25 (Without GST) in Rs.

243 Providing and laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement for skin

concrete, friction blocks, stilling basin (b) Concrete grade M-20 and MSA-40 mm

244 Providing and laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement for skin

concrete, friction blocks, stilling basin (c) Concrete grade M-25 and MSA-20 mm

245 Providing and laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement for skin

concrete, friction blocks, stilling basin (d) Concrete grade M-25 and MSA-40 mm

246 Providing and laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement FOR

SOLID SLAB OF ROAD BRIDGE (a) Concrete grade M-20 and MSA-20 mm

247 Providing and laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement FOR

SOLID SLAB OF ROAD BRIDGE (b) Concrete grade M-20 and MSA-40 mm

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No. 2024-25 (Without GST) in Rs.

248 Providing and laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement FOR

SOLID SLAB OF ROAD BRIDGE (c) Concrete grade M-25 and MSA-20 mm

249 Providing and laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C./C.C. work including necessary

formworks centering scaffolding compaction by Mechanical vibrator, curing as

directed with all lead and lift etc complete Excluding the cost of reinforcement FOR

SOLID SLAB OF ROAD BRIDGE (d) Concrete grade M-25 and MSA-40 mm

250 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator,curing as directed

with all lead & lift etc complete Excluding the cost of reinforcement. FOR CSY & DSY

BARREL (A) Concrete grade M-20 and MSA-20mm

251 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator,curing as directed

with all lead & lift etc complete Excluding the cost of reinforcement. FOR CSY & DSY

BARREL (B) Concrete grade M-25and MSA-20mm

252 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement. FOR

BEAMS OF MINOR BRIDGE (A) Concrete grade M-20 and MSA-20mm

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No. 2024-25 (Without GST) in Rs.

253 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement. FOR

BEAMS OF MINOR BRIDGE (B) Concrete grade M-25and MSA-20mm

254 Prov. and Laying in position Controlled cement concrete using cement, sand and 1.00 Cum.

crushed aggregate by mass and machine mix for R.C.C/CC work including necessary

formworks centering scaffolding compaction by mechanical vibrator, curing as

directed with all lead & lift etc complete Excluding the cost of reinforcement but filling

the expansion joint with asphalt. FOR WEARING COATS. Concrete grade M-20and MSA-

255 Prov. & Laying in position Controlled cement concrete using cement, sand and crushed 1.00 Sq. Mt..

aggregate by mass and machine mix for C.C work in canal lining including necessary

formworks centering scaffolding compaction by plate vibrator,curing as directed with

all lead & lift etc complete incl dressing the bed and trimming the canal section if

required and minor filling with murrum / earth as per site condition to the correct

profile,incl providing bitumen joints as per drawing and specified interval. ( Without

using paver machineries.) (A) For 10cms thick cast-in-citu canal lining in M-10 grade

of conc.with MSA-20mm incl providing pair of horizontal and transverse sleepers of

size 150x75mm and 3.0 mt c/c in c.c. M-10 grade concrete.

256 Prov. & Laying in position Controlled cement concrete using cement, sand and crushed 1.00 Sq. Mt..

aggregate by mass and machine mix for C.C work in canal lining including necessary

formworks centering scaffolding compaction by plate vibrator,curing as directed with

all lead & lift etc complete incl dressing the bed and trimming the canal section if

required and minor filling with murrum / earth as per site condition to the correct

profile,incl providing bitumen joints as per drawing and specified interval. (Without

using paver machineries.) (B) For 10cms thick cast-in-citu canal lining in M-10 grade

of conc.with MSA-20mm without sleepers.

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No. 2024-25 (Without GST) in Rs.

257 Prov. & Laying in position Controlled cement concrete using cement, sand and crushed 1.00 Sq. Mt..

aggregate by mass and machine mix for C.C work in canal lining including necessary

formworks centering scaffolding compaction by plate vibrator,curing as directed with

all lead & lift etc complete incl dressing the bed and trimming the canal section if

required and minor filling with murrum / earth as per site condition to the correct

profile,incl providing bitumen joints as per drawing and specified interval. (Without

using paver machineries.) (C) For 7.50cms thick cast-in-citu canal lining in M-10 grade

of conc. with MSA-20mm incl providing pair of horizontal and transverse sleepers of

size 150x75mm and 3.0 mt c/c in c.c. M-10 grade concrete.

258 Providing and laying in position control cement concrete using cement, sand and 1.00 Sq. Mt..

crushed aggregate by mass and machine mix for C.C. work in canal lining including

necessary formwork centering scaffolding compaction by plate vibrator, curing as

directed with all lead and lift etc complete including dressing the bed and trimming the

canal section if required and minor filling with murrum / earth as per site condition to

the correct profile, including providing bitumen joints as per drawing and specified

interval. (without using paver machineries) (d) For 7.50 cms. thick cast-in-situ canal

lining in M-10 grade of conc. with MSA-20 mm without sleepers

259 Prov. & Laying in position Controlled cement concrete using cement, sand and crushed 1.00 Sq. Mt..

aggregate by mass and machine mix for C.C work in canal lining including necessary

formworks centering scaffolding compaction by plate vibrator,curing as directed with

all lead & lift etc complete incl dressing the bed and trimming the canal section if

required and minor filling with murrum / earth as per site condition to the correct

profile,incl providing bitumen joints as per drawing and specified interval. ( Without

using paver machineries.) (A) For 10cms thick cast-in-citu canal lining in M-15 grade

of conc.with MSA-20mm incl providing pair of horizontal and transverse sleepers of

size 150x75mm and 3.0 mt c/c in c.c. M-15 grade concrete.

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260 Prov. & Laying in position Controlled cement concrete using cement, sand and crushed 1.00 Sq. Mt..

aggregate by mass and machine mix for C.C work in canal lining including necessary

formworks centering scaffolding compaction by plate vibrator,curing as directed with

all lead & lift etc complete incl dressing the bed and trimming the canal section if

required and minor filling with murrum / earth as per site condition to the correct

profile,incl providing bitumen joints as per drawing and specified interval. (Without

using paver machineries.) (B) For 10cms thick cast-in-citu canal lining in M-15 grade

of conc.with MSA-20mm without sleepers.

261 Prov. & Laying in position Controlled cement concrete using cement, sand and crushed 1.00 Sq. Mt..

aggregate by mass and machine mix for C.C work in canal lining including necessary

formworks centering scaffolding compaction by plate vibrator,curing as directed with

all lead & lift etc complete incl dressing the bed and trimming the canal section if

required and minor filling with murrum / earth as per site condition to the correct

profile,incl providing bitumen joints as per drawing and specified interval. (Without

using paver machineries.) (C) For 7.50cms thick cast-in-citu canal lining in M-15 grade

of conc. with MSA-20mm incl providing pair of horizontal and transverse sleepers of

size 150x75mm and 3.0 mt c/c in c.c. M-15 grade concrete.

262 Providing and laying in position control cement concrete using cement, sand and 1.00 Sq. Mt..

crushed aggregate by mass and machine mix for C.C. work in canal lining including

necessary formwork centering scaffolding compaction by plate vibrator, curing as

directed with all lead and lift etc complete including dressing the bed and trimming the

canal section if required and minor filling with murrum / earth as per site condition to

the correct profile, including providing bitumen joints as per drawing and specified

interval. (without using paver machineries) (d) For 7.50 cms. thick cast-in-situ canal

lining in M-15 grade of conc. with MSA-20 mm without sleepers

263 Providing,supplying,cutting and fixing in position by spot welding,,10 SWG 1.00 Sq. Mt.

reinforcement cage of 1.5 kg per Sq. Mt. weight for RCC Trough with all lead and lift etc

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No. 2024-25 (Without GST) in Rs.

264 Providing local stone or such other hard stone bela or block in course dressed sand 1.00 Cum.

stone /lime stone masonry in super structures incl striking out joints curing etc

complete as directed in C.M. 1:5

265 Providing motorable service road during construction period as directed with 1.00 K.M.

necessary earth work, jungle cutting and maintenance as required etc complete.

266 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (a) 150 mm dia.

267 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (b) 225 mm dia.

268 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (c) 300 mm dia.

269 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (d) 450 mm dia.

270 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (e) 600 mm dia.

271 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (f) 750/800 mm dia.

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272 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (g) 900 mm dia.

273 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (h) 1100 mm dia.

274 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (i) 1200 mm dia.

275 Providing, supplying at site, laying and fixing in position under ground R.C.C Hume 1.00 Rmt.

pipe of NP-2 class of BIS standard including filling the joints with cement mortar 1:1

with providing necessary collars etc complete with inclusive of testing with working

pressure and all lead and lift. (j) 1500 mm dia.

276 Providing & Laying in position non cohesive layers of locally available 1.00 Cum.

material(Selected soil) inclusive of required finishing & light compaction with all lead

277 Backfilling with appropriate excavated material behind the structure or refilling the 1.00 Cum.

trenches with excavated useful material including watering ramming consolidation etc.

complete with all lead & lift.

278 Earth work in embankment Using excavated stuff including spreading in uniform 1.00 Cum.

layers, breaking clods and dressing to design section for all sorts of soil and soft

murrum, hard murrum for different leads as under and all lifts above GL etc. complete

but without rolling and watering (a) Lead up to 200 Mt.

279 Earth work in embankment Using excavated stuff including spreading in uniform 1.00 Cum.

layers, breaking clods and dressing to design section for all sorts of soil and soft

murrum, hard murrum for different leads as under and all lifts above GL etc. complete

but without rolling and watering (b) Lead 200 to 1000 Mt..

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No. 2024-25 (Without GST) in Rs.

280 Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in 1.00 Rmt.

standard lengths of following Diameter suitable for either collar joints or rubber ring

joints including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to Site, and jointing in proper position, grade

and alignment at all level as directed by Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below. (C) 300mm dia.

281 Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in 1.00 Rmt.

standard lengths of following Diameter suitable for either collar joints or rubber ring

joints including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to Site, and jointing in proper position, grade

and alignment at all level as directed by Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below. (D) 450mm dia.

282 Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in 1.00 Rmt.

standard lengths of following Diameter suitable for either collar joints or rubber ring

joints including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to Site, and jointing in proper position, grade

and alignment at all level as directed by Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below. (E) 600mm dia.

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283 Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in 1.00 Rmt.

standard lengths of following Diameter suitable for either collar joints or rubber ring

joints including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to Site, and jointing in proper position, grade

and alignment at all level as directed by Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below. (F) 750/800mm dia.

284 Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in 1.00 Rmt.

standard lengths of following Diameter suitable for either collar joints or rubber ring

joints including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to Site, and jointing in proper position, grade

and alignment at all level as directed by Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below. (G) 900mm dia.

285 Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in 1.00 Rmt.

standard lengths of following Diameter suitable for either collar joints or rubber ring

joints including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to Site, and jointing in proper position, grade

and alignment at all level as directed by Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below. (H) 1100mm dia.

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286 Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in 1.00 Rmt.

standard lengths of following Diameter suitable for either collar joints or rubber ring

joints including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to Site, and jointing in proper position, grade

and alignment at all level as directed by Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below. (I) 1200mm dia.

287 Providing, supplying, Lowering, and laying ISI Standard R.C.C. NP-3 Class pipes in 1.00 Rmt.

standard lengths of following Diameter suitable for either collar joints or rubber ring

joints including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to Site, and jointing in proper position, grade

and alignment at all level as directed by Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below. (J) 1400mm dia.

SPECIALISED ITEMS OF WORK

288 Providing 40 mm thick guniting in cement mortar (1:2) for spillway works by using 1.00 Sq. Mt.

guniting equipment and air compressor & accessories including finishing, curing etc.

comp. with cost of materials and labours but excluding cost of IRC fabric reinforcement

with all leads and lifts.

289 Providing and fixing in position I.R.C. Fabrics of mesh 6" x 6" &10 gauge, reinforcement 1.00 Sq. Mt.

with necessary nailing in position, overlap etc as directed with all lead and lift etc

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No. 2024-25 (Without GST) in Rs.

290 Providing and placing in position by cranes/manual, mechanically doubly twisted 1.00 Sq. Mt.

highly galvanized, without PVC coating "GABIONS" of size mention below, made of

mesh size 10x12mm woven wire as per ASTMA-975-97 including providing and laying

stones of size not less than 25 kg in the gabions and arranging the same as instructed

in the breached section or such other locations/ structures,etc complete incl dressing

the slope,minor earth filling. 1.0x1.0x1.0 mt (Total weight=1664.00 Kg)

291 Providing and placing in position by cranes/manual, mechanically doubly twisted 1.00 Sq. Mt.

highly galvanized, without PVC coating "GABIONS" of size mention below, made of

mesh size 10x12mm woven wire as per ASTMA-975-97 including providing and laying

stones of size not less than 25 kg in the gabions and arranging the same as instructed

in the breached section or such other locations/ structures,etc complete incl dressing

the slope,minor earth filling. 1.0x1.0x0.6 mt (Total weight=999.00 Kg)

292 Providing and placing in position by cranes/manual, mechanically doubly twisted 1.00 Sq. Mt.

highly galvanized, without PVC coating "GABIONS" of size mention below, made of

mesh size 10x12mm woven wire as per ASTMA-975-97 including providing and laying

stones of size not less than 25 kg in the gabions and arranging the same as instructed

in the breached section or such other locations/ structures,etc complete incl dressing

the slope,minor earth filling.1.0x1.0x0.3 mt (Total weight=499.00 Kg)

293 Crack filling in RCC/PCC irrigation structure's components with epoxy based putty 1.00 Rmt.

including racking the cracks cleaning curing etc complete. Prime coat done with

material of Resin + Hardener mixing of BIS standard quality material & quality that

works in wetted condition. Pointing done with water plugging BIS Standard quality

material in first coat and after that second coat done with epoxy base putty of Resin+

Hardener mixing (1 part Resin+1 part Hardener + 8 part Silica). The rate includes cost

of materials labours scaffolding equipments etc.

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No. 2024-25 (Without GST) in Rs.

294 Nipple fixing including drilling the holes of diameter 22mm.( minimum 15mm internal 1.00 Nos.

diameter of nipples) and 20cm in depth in RCC/PCC irrigation structure's components

including fixing of nipple by applying prime coat done with BIS Standard quality

material of Resin + Hardener mixing material and quality that works in wetted

condition. Pointing done with water plugging BIS Standard quality material in first

coat and after that second coat done with epoxy base putty of Resin+ Hardener mixing

(1 part Resin+1 part Hardener +8 part Silica) and sealing the nipple hole with

appropriate material and process after grouting.

295 Grouting done by injection process in RCC/PCC irrigation structure's components 1.00 1.00 Kg of

through Nipples with pressure 3 to 7 kg/cm2 and as per instruction, with materials (1 dry

bag cement of 50 kg of 53 grade with Sika latex or FBR or equivalent quality 2Lit + Sika cement.

4A or equivalent quality 1Lit + FL 40 or equivalent quality 8kg + Fair add or Intra plast

or equivalent quality 400 grams with sufficient water for easy grout). The rate includes

cost of materials, labours scaffolding, equipments etc. and material to be used of BIS

296 Providing epoxy plaster 6 to 8 mm min. thickness including filling of all pot- 1.00 Sq. Mt.

holes/ditches with epoxy mortar up to req. depth by using resin: hardener: aggregates

confirming to IS-9162 in proportion 0.7:0.3:6.5,by weight on exposed damaged old

and rough surface of spillway/canal structure with proper application of necessary

primer coat of resin and hardener in proportion of 2:1 by weight confirming to IS-

9197 to give proper bond between old surface and epoxy plaster including necessary

cleaning, cheeping of old surface including scaffolding, tools bars for the job with

labour including all lead and lift etc complete in all condition dry and wet.

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No. 2024-25 (Without GST) in Rs.

297 OPEN WEAVE JUTE GEOTEXTILES (FOR RIVER BANK PROTECTION- COUNTRY SIDE)- 1.00 Sq. Mt.

500gsm Supplying, testing and installation of open weave jute geotextiles (JGT) having

overall weight of 500 gm/sqm, thickness 5 mm, width 1220 mm, no. of threads/dm=

6.5 x 4.5, tensile strength of 10 x 7.5 kN/m both in warp & weft direction on slopes of

embankments dressed & cut to a stable gradient for control of surface soil erosion,

duly secured to sub-grade by U-shaped m.s. staples (11 gauge) at an interval of

mm providing side lapping of 100 mm and horizontal lapping of 300 mm as per

direction complete. (Payment of this item will be made on the basis of finished area of

298 WOVEN JUTE GEOTEXTILES (FOR RIVER BANK PROTECTION- RIVER SIDE) 1.00 Sq. Mt.

Supplying, testing and installation of 100 cm wide woven jute geotextiles (JGT)

gm/sqm with treatment possessing tensile strength of 20 kN/m both in MD and CD

with a porometry range of 150-400 micron, no. of threads/dm= 85 x 32, Elongation at

break (%)= 8 x 8, Permittivity at 50cm water head (Sec-1)= 350 x 10-3 , Puncture

resistance (kN)= 0.400, JGT will be treated with suitable eco-friendly additive. Jute

fabric will be laid with overlaps of 100 mm cross-wise and 300 mm longitudinally duly

secured by U-shaped m.s. staples (11 gauge)/ round head country nail of 150 mm

length at an interval of 750 mm as per direction of the Engineer-in-Charge. (Payment

of this item will be made on the basis of finished area of JGT)

299 Clearing silt from canal/drain bed by digging the same to the required bed level and 1.00 Cum.

gradient including depositing the excavated earth regularly in spoil bank for utilizing

the same for preparing the bund after breaking clods as and where directed for lead up

to 30 Mt. & lift as under (Excluding weed cutting) (a) depth 0 to 3.0 Mt.

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300 Clearing silt from canal, drain bed by digging the same to the required bed level and 1.00 Cum.

gradient including depositing the excavated earth regularly in spoil bank for utilizing

the same for preparing the bund after breaking clods as and where directed for lead up

to 30 Mt. & lift as under (Excluding weed cutting) (b) depth 3.0 to 6.0 Mt.

301 Clearing silt from canal, drain bed by digging the same to the required bed level and 1.00 Cum.

gradient including depositing the excavated earth regularly in spoil bank for utilizing

the same for preparing the bund after breaking clods as and where directed for lead up

to 30 Mt. & lift as under (Excluding weed cutting) (c) depth 6.0 Mt to 9.0 Mt

302 Clearing silt from canal, drain bed by digging the same to the required bed level and 1.00 Cum.

gradient including depositing the excavated earth regularly in spoil bank for utilizing

the same for preparing the bund after breaking clods as and where directed for lead up

to 30 Mt. & lift as under (Excluding weed cutting) (d) For every additional lift 3.00 Mt.

303 Clearing the shrubs like Akadas, weeds & other vegetation including depositing the 1.00 K.M.

same out side and buring etc. complete from canal bed and both side slopes and upto

outer toe of the banks. (For Canal and drains) (A) Up to 0.56 cumecs

304 Clearing the shrubs like Akadas, weeds & other vegetation including depositing the 1.00 K.M.

same out side and buring etc. complete from canal bed and both side slopes and upto

outer toe of the banks.(For Canal and drains) (B) above 0.56 to 7.00 cumecs

305 Clearing the shrubs like Akadas, weeds & other vegetation including depositing the 1.00 K.M.

same outside and burning etc. complete from canal bed and both side slope and up to

outer toe of the banks. (For Canal and drains) (C) Above 7 cumecs

306 Desilting of various structures of canal and distribution system including depositing 1.00 Cum.

the same as directed with all lifts and lead for canal syphone, air-vent, Turn Out

Kundies etc. complete.

307 Providing and fixing 20mm dia. M.S. Bar 1.0 Mt. long for steps in canal structures 1.00 Nos.

including cutting, bending, fixing and painting etc complete.

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308 Jungle clearance of specified category and bushes for canal/dam work as directed with 1.00 Sq. Mt.

depositing materials etc. complete. (Excluding tree of girth above 0.5 Mt.) (A) Up to

Year old. (a) For Light Dense

309 Jungle clearance of specified category and bushes for canal/dam work as directed with 1.00 Sq. Mt.

depositing materials etc. complete. (Excluding tree of girth above 0.5 Mt.) (A) Up to

Year old. (b) For Medium Dense

310 Jungle clearance of specified category and bushes for canal/dam work as directed with 1.00 Sq. Mt.

depositing materials etc. complete. (Excluding tree of girth above 0.5 Mt.) (A) Up to

Year old. (c) For Heavy Dense

311 Jungle clearance of specified category & bushes for canal/dam work as directed with 1.00 Sq. Mt.

depositing materials etc. comp.(Excluding tree of girth above 0.5 Mt.)(B) More than

years old. (a) For Light Dense

312 Jungle clearance of specified category and bushes for canal/dam work as directed with 1.00 Sq. Mt.

depositing materials etc. comp. (Excluding tree of girth above 0.5 Mt.) (B) More than

years old. (b) For Medium Dense

313 Jungle clearance of specified category and bushes for canal/dam work as directed with 1.00 Sq. Mt.

depositing materials etc. comp. (Excluding tree of girth above 0.5 Mt.) (B) More than

years old. (c) For Heavy Dense

314 Maintenance of earthen dam by Cleaning the slope of E.dam within the dam boundary 1.00 Sq. Mt.

incl. gutter (Drains) by removing the bushes, shrubs, girth and small trees including per year.

depositing the materials as and where directed up to 50 Mt. lead and all lift etc

complete.( Throughout the year)

315 Spreading the murrum in uniform layer with all lift & as & where directed etc. 1.00 Cum.

316 Filling the empty bag filled with good selected earth or sand including stitching 1.00 No.

and laying or stacking as and where directed with all lead and lift etc. complete.

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317 Painting two coats of Black epoxy paint one intermediate coat of 150 micron thickness 1.00 Sq. Mt.

and one finishing coat of 150 micron thickness over two coats of zinc rich primer

(Grade-II) of total thickness of 70 micron including, cleaning the surface with sand

blasting and cleaning all dirt, dust, old paint corrosion etc complete with all material

labour tools, consumables, scaffolding etc for skin plat of gates and its embedded parts

and /or as directed by engineer in charge (Full scheduled coat painting)

318 Providing & Fixing H.R. & C.R. gates for canal including all materials , labours, 1.00 Kg.

fabrication transporting fixing to site of work all lead & lift including one coat of

primer and two coats of oil painting as directed including square threaded screw,

bearing, nuts, handles, and locking arrangements etc. complete.

319 Cleaning the canal bed and both side slopes (in muddy condition) scrapping out the 1.00 Sq. Mt.

shovel, pine, luies, Kadusalo and other vegetation by means of manual including silt

and depositing the same up to lead of 30 Mt. and all lift etc. complete.

320 Earth work in embankment from borrow pits in all sorts of soil and soft murrum 1.00 Cum.

including spreading, braking clods, dressing to design section with lead up to 50 Mt.

and all height of embankment above G.L. for isolated works, repair works and manual

works ( for emergency situation only)

321 Providing Fixing mild steel grill over canal syphone well etc. with 50*50*5mm angle 1.00 Sq. Mt.

with 16mmdia. M.S. bars at 20 cm c/c both way with one window size 60cm * 60cm

with two hinges and locking arrangement The grill shell be fixed in masonry or

concrete wall with minimum 10 cm over lap.including applying one coat of primer and

two coats of epoxy paint as directed. The item shell be measured for clear visible

dimension of the grill.

322 Providing murrum including spreading the same and dressing the side slopes and top 1.00 Cum.

surface in required grade and camber with lead up to 5.0 K.M. and all lifts etc.

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No. 2024-25 (Without GST) in Rs.

323 Strengthening and repairing to cracks in masonry and concrete structures of dam like 1.00 One Kg of

waste weir H.R. piers, bridge, etc. by injecting neat epoxy resin and hardeners in ratio epoxy

2:1 under pressure 3 to 7 kg/cm2 pointing with silica motors with proportation in material.

(1:1/2:6 (1 Resin, 1/2 hardener and 6 Silica) etc complete.

324 Providing dry rubble masonry as per requirement including hand packing filling with 1.00 Cum.

chips etc. completed.

325 Cutting down trees of different girth (periphery) to be measured at 1.00 Mt. above 1.00 No.

ground level including rubbing and removing the roots completely and back filling

with earth and compaction including depositing the material as and where directed up

to lead of 500.00 Mt. etc. complete. (a). 30 cm to 50 cm.

326 Cutting down trees of different girth (periphery) to be measured at 1.00 Mt. above 1.00 No.

ground level including rubbing and removing the roots completely and back filling

with earth and compaction including depositing the material as and where directed up

to lead of 500.00 Mt. etc. complete. (b). 50 cm to 75 cm.

327 Cutting down trees of different girth (periphery) to be measured at 1.00 Mt. above 1.00 No.

ground level including rubbing and removing the roots completely and back filling

with earth and compaction including depositing the material as and where directed up

to lead of 500.00 Mt. etc. complete. (c). 75 cm to 100 cm.

328 Cutting & removing green water grass (pine) with silt under slushy condition 1.00 Sq. Mt.

from canal bed or bucket including dispose off and cleaning the surface including

removal of silt, debris etc for all lead & lift etc complete as directed.

329 Clearing Slushy soil and mud including silt, boulders, grass etc. from canal bed 1.00 Cum.

depositing under water lifting out the same from deep canal section by mechanical

means or other equipment, including depositing the lifted material in spoil bank as and

where directed for lead up to 30 Mt. etc. complete. (a) Depth 0.0 to 3.0 Mt.

330 Clearing Slushy soil and mud including silt, boulders, grass etc. from canal bed 1.00 Cum.

depositing under water lifting out the same from deep canal section by mechanical

means or other equipment, including depositing the lifted material in spoil bank as and

where directed for lead up to 30 Mt. etc. complete. (b) Depth Additional 3.0 Mt.

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

331 Providing and fixing guard stone of precast C.C. M-15 IRC standard design 75 x 20 x 1.00 No.

20 cm. including white washing etc. complete. (a) In Earth

332 Providing and fixing Boundary stone of precast C.C. M-15 IRC standard design 75 x 20 1.00 No.

x 20 cm. including white washing etc. complete. (a) In Earth

333 Providing and fixing ordinary Kilometre stone of precast C.C. 1:2:4 including necessary 1.00 No.

reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting, lettering etc.

complete (For O.D. road V.R.)

334 Jungle clearance (Ganda Baval etc) of Light /heavy dense (work done by manually or 1.00 Sq. Mt.

by machinery ) including grabbing of & removing the roots & girth completely from

the ground & back fill with earth & making surface good as directed including

depositing & removing the material away from the site of work at own risk and cost as

and where directed etc completed for following. (a) Light density

335 Jungle clearance (Ganda Baval etc) of Light /heavy dense (work done by manually or 1.00 Sq. Mt.

by machinery ) including grabbing of & removing the roots & girth completely from

the ground & back fill with earth & making surface good as directed including

depositing & removing the material away from the site of work at own risk and cost as

and where directed etc completed for following. (b) Heavy density

336 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (a) For

canal capacity up to 2.00 cusecs.

337 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (b) For

canal capacity from 2.00 to 5.0 cusecs.

338 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (c) For

canal capacity from 5.0 to 10.0 cusecs.

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

339 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (d) For

canal capacity from 10.0 to 25.0 cusecs.

340 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (e) For

canal capacity from 25.0 to 50.0 cusecs.

341 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (f) For canal

capacity from 50.0 to 100.0 cusecs.

342 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (g) For

canal capacity from 100.0 to 200.0 cusecs.

343 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (h) For

canal capacity from 200.0 to 300.0 cusecs.

344 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (i) For canal

capacity from 300.0 to 400.0 cusecs.

345 Clearing the canal by cleaning/removing the thick weed, shrubs and all other 1.00 K.M.

vegetations including silt up to 10 cm thickness, stones, debris etc from canal bed and

side slope of canal up to outer toe of canal bank and disposing as directed. (j) For canal

capacity from 400 cusecs and above.

346 Removing old M.S. steel plate by gas cutter and providing new M.S. plate of required 1.00 Kg.

size and thickness and fixing it in proper position by welding etc. complete with

cleaning, finishing, gridding and two coat of anti corrosive primer and epoxy paint as

per existing surrounding area.

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

347 Providing 'fiber glass reinforced plastic' gauge plate of 4mm thickness and of following 1.00 Rmt.

size with Engraving/pesting bands & figures of following size with necessary clips and

fastners and fixing the same at the site of work etc complete

as directed including scrubbing the wall surface to remove the deposits gathered at

gauge plate by chiseling where required. As per drawing Width of plate 30cm., Band

width 1.0cm. Column width 1.0cm., Height of figures 7.0cm.

348 Cleaning of the spillway gates, leaf arms, tonion and it’s assembly, foot bridge, DHU etc. 1.00 Gate Per

ones per month, throughout the year with necessary material, equipment, scaffolding Year.

etc. complete. Radial Gate size 9.14 x 6.10 Mt. (30’ x 20’)

349 Cleaning of the spillway gates, leaf arms, tonion and it’s assembly, foot bridge, DHU etc. 1.00 Gate Per

ones per month, throughout the year with necessary material, equipment, scaffolding Year.

etc. complete. Vertical Gate size 9.10 x 3.05 Mt. (30’ x 10’)

350 Excavation for deepening of pond/check dam including depositing excavated material 1.00 Cum.

Lead up to 1 Km. With all lift.etc complited as per instruction of engineer in charge.

351 Providing services for security of canal system and maintaining smoothly irrigation 1.00 Ha/Day

water distribution including operating canal regulators and outlets in suitable

shifts/round the clock as per instruction of Engineer-in-charge.

352 Cleaning of the honey comb / Female wasp from dam, spillway gates, its assembly, foot 1.00 No.

bridge, platform, H.R. gates, and canal structures and buildings and any other

structures one time of honey comb one no.

353 Labour charges for the pre-monsoon clearing, servicing, grease, and replacing oil 1.00 Gate Per

C.D.U., E.R.U. mechanism turn bukle trunion, roller, side roller, guide roller, D.H.U. gear Year

boxes, turnion buckets hoist mechanism etc. all other movable parts for the spillway

gates size 30' x 20' & D.H.U. unit and replacing cardium compound to wire rope etc.

complete for Spillway gates. Radial Gate size 9.14 x 6.10 (30' x 20')

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

354 Labour charges for the pre-monsoon clearing, servicing, grease, and replacing oil 1.00 Gate Per

C.D.U., E.R.U. mechanism turn bukle trunion, roller, side roller, guide roller, D.H.U. gear Year

boxes, turnion buckets hoist mechanism etc. all other movable parts for the spillway

gates size 30' x 10' & D.H.U. unit and replacing cardium compound to wire rope etc.

complete for Spillway gates. Vertical Gate size 9.10 x 3.05 (30' x 10')

355 Labour charges for cleaning, servicing and applying grease to stem rod with clams, 1.00 Gate Per

screw rod, gear box with replacing oil and all other movable parts for H.R. gate all size Year

etc. complete. For H.R.gates

356 Labour charges for cleaning of maholes including disilting, removing grass, 1.00 Nos per

clearing inlet and outlet pipe in manhole including depositing the materials as year

and where directed up to 50 mt. lead and all lift etc. complete. (Throughout

357 Providing & Supplying of Empty Cement Bag at site. 1.00 Nos.

DEMOLITION WORK

358 Dismantling road surface including sorting & Stacking of useful and unuseful material 1.00 Cum.

from the dismantled materials as directed under detailed specification etc complete.(a)

Cement Concrete

359 Dismantling road surface including sorting & Stacking of useful and unuseful material 1.00 Cum.

from the dismantled materials as directed under detailed specification etc

complete.(b) Asphalt including W.B.M.

360 Dismantling road surface including sorting & Stacking of useful and unuseful material 1.00 Cum.

from the dismantled materials as directed under detailed specification etc complete.

361 Dismantling road surface including sorting & Stacking of useful and unuseful material 1.00 Cum.

from the dismantled materials as directed under detailed specification etc

complete.(d) Metal

362 Dismantling stone/brick masonry and stacking of useful and un-useful material from 1.00 Cum.

the dismantled materials as directed etc complete (a) in cement mortar.

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

363 Dismantling stone/brick masonry and stacking of useful and un-useful material from 1.00 Cum.

the dismantled materials as directed etc complete (a) in lime mortar

364 Dismantling riprap pitching, sorting and stacking of useful and un-useful materials 1.00 Sq. Mt.

from the dismantled materials in lead up to 200 Mt. As directed etc complete. (a)

cm thick pitching with filter

365 Dismantling riprap pitching, sorting and stacking of useful and un-useful materials 1.00 Sq. Mt.

from the dismantled materials in lead up to 200 Mt. As directed etc complete. (b)

cm thick pitching with filter

366 Dismantling C.C. foundation or flooring sorting and stacking useful and unuseful 1.00 Cum.

material in lead up to 200 Mt. as directed etc comp.

367 Removing plaster including racking out joints 20mm deep etc complete (a) Cement 1.00 Sq. Mt.

368 Removing plaster including racking out joints 20mm deep etc complete (b) Lime 1.00 Sq. Mt.

369 Removing cement pointing including racking out joints 20mm deep etc complete. 1.00 Sq. Mt.

370 Dismantling of RCC work viz. slab, beam, lintel, barrel, satire case, etc including 1.00 Cum.

removing the steel from the dismantled portion without damage to reinforcement

sorting and stacking of useful and un-useful material from the dismantled material as

directed etc comp.

371 Removing the damaged precast CC block lining including breaking the joints, removing 1.00 Sq. Mt.

the same sorting and stacking of useful and unuseful material in measureable

conditions from the dismantled material upto lead of 200mt as directed Up to 7.50 cm

thick incl all.

372 Dismantling the rubble pitching including sorting out stacking of useful materials at 1.00 Sq. Mt.

site upto lead 200 mt.measureable conditions including removing the rubbish as

directed etc. complete.(a) 23 cm thick pitching

373 Dismantling the rubble pitching including sorting out stacking of useful materials at 1.00 Sq. Mt.

site upto lead 200 mt.measureable conditions including removing the rubbish as

directed etc. complete.(b) 30 cm thick pitching

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

374 Dismantling the rubble pitching including sorting out stacking of useful materials at 1.00 Sq. Mt.

site upto lead 200 mt.measureable conditions including removing the rubbish as

directed etc. complete.(c) 45 cm thick pitching

375 Dismantling the rubble pitching including sorting out stacking of useful materials at 1.00 Sq. Mt.

site upto lead 200 mt.measureable conditions including removing the rubbish as

directed etc. complete.(d) 60 cm thick pitching

376 Dismantling the existing RCC pipes including sorting out and stacking of the useful 1.00 Rmt.

material (pipe) measureable conditions up to lead 200 Mt. as directed under the

specification. (i) 255 mm to 400 mm diameter.

377 Dismantling the existing RCC pipes including sorting out and stacking of the useful 1.00 Rmt.

material (pipe) measureable conditions up to lead 200 Mt. as directed under the

specification. (ii) 450 mm to 600 mm diameter.

378 Dismantling the existing RCC pipes including sorting out and stacking of the useful 1.00 Rmt.

material (pipe) measureable conditions up to lead 200 Mt. as directed under the

specification. (iii) 650 mm to 900 mm diameter.

379 Dismantling the existing RCC pipes including sorting out and stacking of the useful 1.00 Rmt.

material (pipe) measureable conditions up to lead 200 Mt. as directed under the

specification. (iv) 1000 mm to 1200 mm diameter.

380 Surveying by TOTAL STATION including measuring of alingment of earthan dam/canal 1.00 K.M.

and creating the cross section and longitudinal section profile at 30mt interval/or

closer as directe and plotting etc complete.The survey work shall be carried out for

150mt distance on both side.

381 Supplying of rubble at work site 1.00 Cum.

382 Providing Skilled Labour Services for Emergency Works on Dam & Canal Sites. 1.00 Man Day

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

383 Providing Un-Skilled Labour Services for Emergency Works on Dam & Canal Sites. 1.00 Man Day

384 Hire charges for JCB - 80 excavator machine( Rate including operator + consumable + 1.00 Hrs.

fuel) etc complete

385 Hire charges for tractor with trailer (40 BHP and 3.0 cum capacity) Rate including 1.00 Hrs.

operator + consumable + fuel) etc complete

386 Hire charges for cranes (Calls) including fuel charges oil and all necessary materials for 1.00 Hours

lifting gates including loading and unloading for spillway with operator, cleaner and

including all taxes and insurance etc complete. (a) Cranes (Calls)

387 Cleaning The Roller Bucket in muddy condition by means of manual including Silt and 1.00 Cum.

depositing the same with all lead & lift etc complete.

Signature of Contractor Executive Engineer

Junagadh Irrigation Project Division.

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Item Description of S.O.R. Item Quantity Unit Estimated Rate As per Sanction Reg. S.O.R.

No. 2024-25 (Without GST) in Rs.

I am/we are willing to carry out the work at ......... % above / below ….. % (Should be written in figures and words) of the estimated rates mentioned above.

Amount of my / our Tender works out as under :-

Estimated amount put to tender Rs. Estimated amount put to tender Rs.

Deduct ……..% below Add. .........................% above

Note-1:- The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment

Note-2:- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note-3:- GST and Income tax TDS will be deducted at a source while making payments of bills

Note-4:- In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: No. MIS 102010/17/K1, dtd. 30/07/2018 as stated

in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of contractor Executive Engineer

Junagadh Irrigation Project Division

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

Junagadh Irrigation Project Division,

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Nine Thousand Three

Hundred Thirty Two Only

Rupees Forty One Only

Rupees Seventy Nine Only

Rupees One Hundred Seventy

Rupees Five Hundred Ninety

Rupees Six Hundred Fifty Two

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Eighty Four Only

Rupees One Hundred Sixteen

Rupees One Hundred Sixteen

Rupees One Hundred Sixteen

Rupees Twenty One & Paise

Rupees Five Hundred Thirty

Rupees Thirteen & Paise

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Fifteen & Paise Thirty

Rupees Five Hundred Sixty

Rupees Seven Hundred Sixty

Rupees Nine Hundred Twenty

Rupees Five Hundred Twenty

Rupees Seven Hundred Twenty

Rupees Eight Hundred Seventy

Rupees Two Hundred Thirty

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Two Hundred Ninety

Rupees One Hundred Seventy

Rupees Two Hundred Fifty

Rupees Three Hundred Forty

Rupees Four Hundred Twenty

Rupees Five Hundred Forty

Rupees Eight Hundred Thirty

Rupees One Thousand Eighty

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Nine Hundred Forty

Rupees Eight Hundred Thirty

Rupees Seven Hundred Twenty

Rupees Five Hundred Eighty

Rupees Three Thousand Five

Hundred Eighty Five Only

Rupees Two Thousand Eighty

Rupees Five Hundred Thirty

Rupees Six Hundred Thirty

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees One Thousand Eighty

Rupees Five Thousand Three

Hundred Ninety Eight Only

Rupees Five Hundred Eighty

Rupees One Thousand Seven

Hundred Sixty Four Only

Rupees One Thousand Five

Hundred Eighty Six Only

Rupees Two Thousand Nine

Hundred Sixty Nine Only

Rupees Two Thousand Five

Hundred Ninety Eight Only

Rupees Twenty Seven Only

Rupees Eight & Paise Ninety

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Thirty Two Thousand

Two Hundred Seventeen Only

Rupees Eight Hundred Twenty

Rupees Sixty Six & Paise Fifty

Rupees Two Thousand Forty

Rupees One Thousand Two

Hundred Ninety Six Only

Rupees Fifty Seven Only

Rupees Fifty Eight Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Fifty Nine & Paise Fifty

Rupees One Hundred Forty

Rupees Eight & Paise Ninety

Rupees Three Thousand Eighty

Rupees Two Thousand Nine

Hundred Forty Five Only

Rupees Three Thousand Five

Hundred Forty Four Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Three Thousand Two

Hundred Fifty Two Only

Rupees Two Thousand Six

Hundred Forty Six Only

Rupees Two Thousand Nine

Hundred Nine Only

Rupees Four Thousand Three

Hundred Sixty Nine Only

Rupees Four Thousand Twenty

Rupees Four Thousand Seven

Hundred Twenty Nine Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Thousand Five

Hundred Thirty Four Only

Rupees Four Thousand Six

Hundred Seventy Three Only

Rupees Four Thousand Four

Hundred Seventy Eight Only

Rupees Four Thousand Eight

Hundred Ninety Only

Rupees Four Thousand Six

Hundred Ninety Six Only

Rupees Four Thousand Seven

Hundred Twenty Nine Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Thousand Five

Hundred Thirty Four Only

Rupees Four Thousand Nine

Hundred Forty Six Only

Rupees Four Thousand Seven

Hundred Fifty Two Only

Rupees Five Thousand One

Hundred Three Only

Rupees Four Thousand Eight

Hundred Ninety Two Only

Rupees Five Thousand Three

Hundred Thirty Nine Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Five Thousand One

Hundred Twenty Eight Only

Rupees Five Thousand Five

Hundred Forty Nine Only

Rupees Five Thousand One

Hundred Fifty Three Only

Rupees Five Thousand Seven

Hundred Three Only

Rupees Five Thousand Three

Hundred Eighty Nine Only

Rupees Three Thousand Three

Hundred Forty Six Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Three Thousand Two

Hundred Six Only

Rupees Three Thousand Eight

Hundred Twenty Two Only

Rupees Three Thousand Five

Hundred Twenty Two Only

Rupees Four Thousand Four

Hundred Fifty Eight Only

Rupees Four Thousand One

Hundred Thirty Eight Only

Rupees Fifty Eight Thousand

Five Hundred Eighty One Only

Rupees Seventy Five Thousand

Seven Hundred Eighty Nine

Rupees Sixty Six Thousand

Two Hundred Sixty Eight Only

Rupees Seventy Six Thousand

Five Hundred Seventy Four

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Ninety Five Thousand

Six Hundred Seventeen Only

Rupees Two Thousand Seven

Hundred Seven Only

Rupees Three Thousand Two

Hundred One Only

Rupees Five Thousand Five

Hundred Seven Only

Rupees Four Thousand Eight

Hundred Seventy Seven Only

Rupees Five Thousand One

Hundred Forty Six Only

Rupees Two Hundred Sixty

Rupees Two Hundred Sixty

Rupees Two Hundred Sixteen

Rupees Two Hundred Twenty

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees One Hundred Eighty

Rupees One Hundred Eighty

Rupees One Hundred Fifty One

Rupees One Hundred Fifty

Rupees Two Hundred Seventy

Rupees Two Hundred Eighty

Rupees Five Hundred Eleven

Rupees One Hundred Thirty

Rupees One Hundred Forty

Rupees One Hundred Forty

Rupees One Hundred Forty

Rupees One Thousand One

Hundred Forty Nine Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Six Hundred Sixty Nine

Rupees Two Hundred Sixteen

Rupees One Thousand One

Hundred Sixty Eight Only

Rupees Six Hundred Sixty Nine

Rupees One Hundred Twenty

Rupees One Hundred Twenty

Rupees One Thousand Six

Hundred Forty Only

Rupees Three Hundred Eighty

Rupees Four Hundred Seventy

Rupees Eight Hundred Forty

Rupees One Thousand Nine

Hundred Sixty Two Only

Rupees Five Hundred Five Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Five Hundred Thirty

Rupees Nineteen Thousand

Rupees One Thousand Nine

Hundred Forty Two Only

Rupees One Hundred Forty

Rupees Three Hundred Fifty

Rupees One Thousand Two

Hundred One Only

Rupees One Thousand Five

Hundred Twenty Nine Only

Rupees Seven Hundred Two

Rupees Fifty Nine Thousand

Five Hundred Fifty Eight Only

Rupees Twelve Thousand One

Hundred Sixty Five Only

Rupees Twenty Seven Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees One Thousand Three

Hundred Thirty Eight Only

Rupees Eight & Paise Ninety

Rupees Five Thousand Four

Hundred Sixty Seven Only

Rupees Five Thousand Seventy

Rupees Five Thousand Six

Hundred Eighteen Only

Rupees Five Thousand Three

Hundred Nine Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Five Thousand Six

Hundred Sixty Six Only

Rupees Five Thousand Two

Hundred Seventy Only

Rupees Five Thousand Eight

Hundred Twenty Only

Rupees Five Thousand Five

Hundred Six Only

Rupees Five Thousand Seven

Hundred Sixty Six Only

Rupees Five Thousand Three

Hundred Fifty Five Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Five Thousand Nine

Hundred Twenty Six Only

Rupees Five Thousand Five

Hundred Ninety Nine Only

Rupees One Thousand Four

Hundred Sixty Only

Rupees One Thousand Five

Hundred Twenty Two Only

Rupees Four Thousand Five

Hundred Forty Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Thousand Six

Hundred Sixty Only

Rupees Four Thousand Nine

Hundred Thirty Seven Only

Rupees Five Thousand Eighty

Rupees Two Hundred Seventy

Rupees Six Hundred Thirty

Rupees One & Paise Twenty

Rupees One Thousand Four

Hundred Eleven Only

Rupees Two Thousand Four

Hundred Sixteen Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Thousand Six

Hundred One Only

Rupees Four Thousand Three

Hundred Five Only

Rupees Five Thousand Thirty

Rupees Four Thousand Six

Hundred Sixty Six Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Thousand Seven

Hundred Ninety Two Only

Rupees Four Thousand Four

Hundred Eighty Five Only

Rupees Five Thousand Two

Hundred Forty One Only

Rupees Four Thousand Eight

Hundred Sixty One Only

Rupees Four Thousand Three

Hundred Twenty One Only

Rupees Four Thousand Nine

Hundred Forty Two Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Seven Thousand One

Hundred Ninety Four Only

Rupees Five Hundred Thirteen

Rupees Five Hundred Eighty

Rupees Ten Thousand One

Hundred Seventy Six Only

Rupees Two Thousand One

Hundred Forty Two Only

Rupees One Thousand One

Hundred Thirteen Only

Rupees Two Lac Eighty

Thousand Thirty Five Only

Rupees Two Hundred Sixty Six

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Two Thousand Eight

Hundred Twenty Nine Only

Rupees Two Thousand Six

Hundred Forty Six Only

Rupees Two Thousand Nine

Hundred Forty Six Only

Rupees Two Thousand Eight

Hundred Six Only

Rupees Three Thousand Four

Hundred Twenty Three Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Three Thousand One

Hundred Twenty Three Only

Rupees Three Thousand Four

Hundred Sixty Five Only

Rupees Three Thousand One

Hundred Sixty Five Only

Rupees One Hundred Sixty Six

Rupees Seven Hundred Sixty

Rupees One Hundred Eighty

Rupees One Thousand Three

Hundred Fifty Only

Rupees One Hundred Sixty

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Ninety Eight & Paise

Rupees Four Hundred Only

Rupees Two Hundred Fifty

Rupees Two Thousand Seven

Hundred Sixty Two Only

Rupees Eighty Three Only

Rupees One Hundred Eighty

Rupees Five Hundred Ninety

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Six Hundred Sixty One

Rupees Ninety Three Only

Rupees One Hundred Eighty

Rupees Six Hundred Twenty

Rupees Six Hundred Ninety

Rupees Ninety Five Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees One Hundred Ninety

Rupees Six Hundred Thirty

Rupees Six Hundred Ninety

Rupees Seventy Five Only

Rupees Seventy Six Only

Rupees Seventy Eight Only

Rupees Twenty Five & Paise

Rupees Eight Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Thirteen & Paise Eighty

Rupees One Hundred Sixty

Rupees Three Thousand Ninety

Rupees Three Thousand Two

Hundred Seventy Seven Only

Rupees Three Thousand One

Hundred Thirty Nine Only

Rupees Three Thousand Eight

Hundred Sixteen Only

Rupees Three Thousand Five

Hundred Sixteen Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Thousand Four

Hundred Fifty Two Only

Rupees Four Thousand One

Hundred Thirty Two Only

Rupees Four Thousand Three

Hundred Three Only

Rupees Four Thousand Thirty

Rupees Four Thousand Six

Hundred Ninety Eight Only

Rupees Four Thousand Three

Hundred Sixty Three Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Five Thousand Three

Hundred Seventy Two Only

Rupees Five Thousand Eighty

Rupees Five Thousand Two

Hundred Thirty Only

Rupees Four Thousand Eight

Hundred Sixty Five Only

Rupees Five Thousand Two

Hundred Sixty Seven Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Thousand Nine

Hundred Seventy Seven Only

Rupees Five Thousand One

Hundred Twenty Five Only

Rupees Four Thousand Seven

Hundred Sixty Only

Rupees One Thousand Four

Hundred Sixty Only

Rupees One Thousand Five

Hundred Twenty Two Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Thousand Seven

Hundred Sixty Six Only

Rupees Five Thousand One

Hundred Fifty Seven Only

Rupees Four Thousand Nine

Hundred Twelve Only

Rupees Five Thousand Forty

Rupees Five Thousand One

Hundred Twenty Five Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Thousand Seven

Hundred Sixty Only

Rupees Five Thousand Two

Hundred Sixty Seven Only

Rupees Four Thousand Nine

Hundred Seventy Seven Only

Rupees Five Thousand Four

Hundred Forty Eight Only

Rupees Five Thousand Sixty

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Five Thousand Five

Hundred Ninety Six Only

Rupees Five Thousand Two

Hundred Fifty Five Only

Rupees Five Thousand Seven

Hundred Sixty Six Only

Rupees Five Thousand Nine

Hundred Twenty Six Only

Rupees Five Thousand Seven

Hundred Sixty Six Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Five Thousand Nine

Hundred Twenty Six Only

Rupees Four Thousand Five

Hundred Forty Only

Rupees Four Hundred Seven

Rupees Three Hundred Ninety

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Three Hundred Thirty

Rupees Three Hundred One

Rupees Four Hundred Sixty

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Four Hundred Forty

Rupees Three Hundred Seventy

Rupees Three Hundred Forty

Rupees Eighty Nine Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Three Thousand Nine

Hundred Twenty Six Only

Rupees Thirteen Thousand One

Hundred Ninety Only

Rupees Four Hundred Five

Rupees Five Hundred Two

Rupees Five Hundred Eighty

Rupees Nine Hundred Eighty

Rupees One Thousand Three

Hundred Forty Four Only

Rupees One Thousand Seven

Hundred Ninety Two Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)

mated Rate As per Sanction Reg. S.O.R.

2024-25 (Without GST) in Rs.

Rupees Two Thousand Two

Hundred Fourteen Only

Rupees Two Thousand Seven

Hundred Ninety Six Only

Rupees Three Thousand Eighty

Rupees Three Thousand Six

Hundred Twenty Six Only

Rupees One Hundred Forty

Rupees Eighty Four Only

Rupees Eighty Five Only

Rupees Ninety Four Only

E:\TENDER\UNIT RATE\YEARLY RATE\Unit Rate as per SOR Year 2025-26 (JID)