Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Excavation
Eprocure
Opening Date24 Aug 2023
Closing Date14 Sep 2023
Tender Amount₹ 4,95,28,828
Costs
EMD
₹ 9,90,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Renovation Of Water Bodies Under Garhbeta-i
Description
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Contact
Tender Id
2023_DPUA_560135_1Bid Award Id
ViewTender No
2nd CALL of e-NIT No.08/PUP/EC/BNK of 2023-24Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
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Documents
ADDL. TERMS AND CONDITIONS AND FORMS
BOQ Items
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
2133.18
209051
98
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
10665.9
1205246
113
Extra Rate where land is to be arranged by the contractor on item no 3,4,5 or disposal of spoils.
16472
181192
11
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
17674.92
2386114
135
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
5000
50000
10
OUTLET :(03) Nos
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
30.38
3463
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
8.78
5264
599.61
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A PCC Grade M20(Pakurvarity)
(i) Pakur Variety (Rate as per analysis)
23.9
147359
6165.67
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
13.5
2065
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
13.5
459
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
30
94543
3151.44
BATHING GHAT :(03 Nos)
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
309.15
36872
119.27
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained from excavation of
foundation.
61.83
4794
77.54
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
128.63
77127
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
347.85
8348
24
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
87.66
540482
6165.67
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. RCC Grade M-20
(i) Pakur Variety (Rate as per analysis)
66.15
407792
6164.67
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per
drawing and direction. (a) For works in foundation, basement and
upto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
4.15
207206
49881.17
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
422.88
63432
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
422.88
14377
34
Guard Wall
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
139.3
16614
119.27
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
37.99
22779
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
126.64
3039
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
171.56
1057782
6165.67
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications
150
17250
115
Providing & fixing Concrete Sign Board as per IRC
specification of size 900 x 750 x 37 mm. thick made
with RCC 1:1½:3 with pakur variety stone chips
reinforced with double layer IRC febric (75 x 75 mm.
mesh) and fixed with necessary nuts & bolts on two
RC precast posts 100 mm. x 150 mm. of height 2.65
m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local
stone chips etc. complete including painting two
coats on both faces lettering sign marks etc. as per
direction of the Engineer-in-Charge. (The rate is
inclusive of cost of reinforcement, concrete,
shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
RE-EXCAVATION OF NAMOJABA KHAS BUNDH 2, JL NO.-822 , MOUJA-NAMOJABA, DAG NO-556,220 AT BOROMURA G.P. UNDER GARHBETA-I DEV. BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
1206
6030
5
Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge.
300
1530
5.1
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
561.7
55046
98
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
2246.8
253888
113
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
8425.5
1137442
135
Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils.
4493.6
49429
11
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
3000
30000
10
OUTLET :
-
-
-
P.W.D(W.B) Road Schedule of Rates, P-278 It. No. 12.01 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
20.25
2308
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
5.85
3507
599.61
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
(i) Pakur Variety (Rate as per analysis)
15.93
98219
6165.67
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
9
1377
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
9
306
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
20
63028
3151.44
BATHING GHAT :
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
206.1
24581
119.27
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained from excavation of
foundation.
41.22
3196
77.54
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
85.76
51422
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
231.9
5565
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
58.45
360383
6165.67
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. RCC Grade M-20
(i) Pakur Variety (Rate as per analysis)
44.1
271861
6164.67
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per
drawing and direction. (a) For works in foundation, basement and
upto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
4.15
207206
49881.17
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
281.92
42288
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
281.92
9585
34
Guard Wall
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
21.12
2518
119.27
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
5.76
3453
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
19.2
460
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
26.04
160554
6165.67
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications
50
5750
115
Providing & fixing Concrete Sign Board as per IRC
specification of size 900 x 750 x 37 mm. thick made
with RCC 1:1½:3 with pakur variety stone chips
reinforced with double layer IRC febric (75 x 75 mm.
mesh) and fixed with necessary nuts & bolts on two
RC precast posts 100 mm. x 150 mm. of height 2.65
m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local
stone chips etc. complete including painting two
coats on both faces lettering sign marks etc. as per
direction of the Engineer-in-Charge. (The rate is
inclusive of cost of reinforcement, concrete,
shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
RE-EXCAVATION OF NAMOJABA KHAS BUNDH 3, JL NO.-822 , MOUJA-NAMOJABA, DAG NO-556,220 AT BOROMURA G.P. UNDER GARHBETA-I DEV. BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
1407
7035
5
Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge.
300
1530
5.1
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
820.45
80404
98
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
3281.8
370843
113
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
12306.75
1661411
135
Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils.
6375
70125
11
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
3500
35000
10
OUTLET :
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
20.25
2308
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
5.85
3507
599.61
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
(i) Pakur Variety (Rate as per analysis)
15.93
98219
6165.67
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
9
1377
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
9
306
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
20
63028
3151.44
BATHING GHAT :
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
206.1
24581
119.27
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained from excavation of
foundation.
41.22
3196
77.54
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
85.76
51422
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
231.9
5565
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
58.45
360383
6165.67
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. RCC Grade M-20
(i) Pakur Variety (Rate as per analysis)
44.1
271861
6164.67
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per
drawing and direction. (a) For works in foundation, basement and
upto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
2.77
138170
49881.17
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
281.92
42288
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
281.92
9585
34
Guard Wall
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
59.14
7053
119.27
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
16.13
9671
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
53.76
1290
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
72.91
449539
6165.67
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications
50
5750
115
Providing & fixing Concrete Sign Board as per IRC
specification of size 900 x 750 x 37 mm. thick made
with RCC 1:1½:3 with pakur variety stone chips
reinforced with double layer IRC febric (75 x 75 mm.
mesh) and fixed with necessary nuts & bolts on two
RC precast posts 100 mm. x 150 mm. of height 2.65
m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local
stone chips etc. complete including painting two
coats on both faces lettering sign marks etc. as per
direction of the Engineer-in-Charge. (The rate is
inclusive of cost of reinforcement, concrete,
shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
RE-EXCAVATION OF PATIHAR BUNDH JL NO.-389, MOUJA-PIRRASULI, DAG NO-18,19,24 AT AMKOPA G.P. UNDER GARHBETA-I DEV. BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
3216
16080
5
Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge.
5250
26775
5.1
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
20520.4
2010999
98
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
40635.6
4591822
113
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
40433
5458455
135
Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils.
44550
490050
11
Item no 1.18 P-C5 OF I&WD WEF-2018
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
8000
80000
10
OUTLET :
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
30.38
3463
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
8.78
5264
599.61
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
(i) Pakur Variety (Rate as per analysis)
23.9
147359
6165.67
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
13.5
2065
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
13.5
459
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
30
94543
3151.44
BATHING GHAT :
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
309.15
36872
119.27
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained from excavation of
foundation.
61.83
4794
77.54
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
128.63
77127
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
347.85
8348
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
87.66
540482
6165.67
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. RCC Grade M-20
(i) Pakur Variety (Rate as per analysis)
66.15
407792
6164.67
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per
drawing and direction. (a) For works in foundation, basement and
upto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
4.15
207206
49881.17
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
422.88
63432
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
422.88
14377
34
Guard Wall
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
46.38
5531
119.27
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
12.65
7585
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
42.16
1011
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
57.18
352553
6165.67
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications
150
17250
115
Providing & fixing Concrete Sign Board as per IRC
specification of size 900 x 750 x 37 mm. thick made
with RCC 1:1½:3 with pakur variety stone chips
reinforced with double layer IRC febric (75 x 75 mm.
mesh) and fixed with necessary nuts & bolts on two
RC precast posts 100 mm. x 150 mm. of height 2.65
m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local
stone chips etc. complete including painting two
coats on both faces lettering sign marks etc. as per
direction of the Engineer-in-Charge. (The rate is
inclusive of cost of reinforcement, concrete,
shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
RE-EXCAVATION OF DHADIKA PANCHAYAT BUNDH JL NO.-559, MOUJA-DHADIKA, DAG NO-232 AT DHADIKA G.P. UNDER GARHBETA-I DEV. BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
2010
10050
5
Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge.
2000
10200
5.1
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
774.35
75886
98
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
3097.4
350006
113
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
11615.25
1568058
135
Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils.
6000
66000
11
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
5000
50000
10
OUTLET :
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
20.25
2308
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
5.85
3507
599.61
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
(i) Pakur Variety (Rate as per analysis)
15.93
98219
6165.67
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
9
1377
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
9
306
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
20
63028
3151.44
BATHING GHAT :
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
206.1
24581
119.27
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained from excavation of
foundation.
41.22
3196
77.54
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
85.76
51422
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
231.9
5565
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.A PCC Grade M20(Pakurvarity)
58.45
360383
6165.67
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. RCC Grade M-20
(i) Pakur Variety (Rate as per analysis)
44.1
271861
6164.67
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and
upto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
2.77
138170
49881.17
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
281.92
42288
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
281.92
9585
34
Guard Wall
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
44
5247
119.27
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
44
26382
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
40
960
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.A PCC Grade M20(Pakurvarity)
54.25
334487
6165.67
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications
150
17250
115
Providing & fixing Concrete Sign Board as per IRC
specification of size 900 x 750 x 37 mm. thick made
with RCC 1:1½:3 with pakur variety stone chips
reinforced with double layer IRC febric (75 x 75 mm.
mesh) and fixed with necessary nuts & bolts on two
RC precast posts 100 mm. x 150 mm. of height 2.65
m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local
stone chips etc. complete including painting two
coats on both faces lettering sign marks etc. as per
direction of the Engineer-in-Charge. (The rate is
inclusive of cost of reinforcement, concrete,
shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
RE-EXCAVATION OF LOHAR BUNDH JL NO.-907, MOUJA-BIRAJPUR, DAG NO-60 AT KHARKUSMA G.P. UNDER GARHBETA-I DEV. BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
1326.6
6633
5
Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge.
1225
6247
5.1
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
663.7
65042
98
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
1991.1
224994
113
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
10619.2
1433592
135
Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils.
8600
94600
11
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
3300
33000
10
OUTLET :
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
20.25
2308
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
5.85
3507
599.61
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
(i) Pakur Variety (Rate as per analysis)
15.93
98219
6165.67
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
9
1377
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
9
306
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
20
63028
3151.44
BATHING GHAT :
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
206.1
24581
119.27
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained from excavation of
foundation.
41.22
3196
77.54
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
85.76
51422
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
231.9
5565
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
58.45
360383
6165.67
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. RCC Grade M-20
(i) Pakur Variety (Rate as per analysis)
44.1
271861
6164.67
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per
drawing and direction. (a) For works in foundation, basement and
upto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
4.15
207206
49881.17
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
281.92
42288
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
281.92
9585
34
Guard Wall
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
35.2
4198
119.27
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
35.2
21106
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
32
768
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
43.4
267590
6165.67
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications
50
5750
115
Providing & fixing Concrete Sign Board as per IRC
specification of size 900 x 750 x 37 mm. thick made
with RCC 1:1½:3 with pakur variety stone chips
reinforced with double layer IRC febric (75 x 75 mm.
mesh) and fixed with necessary nuts & bolts on two
RC precast posts 100 mm. x 150 mm. of height 2.65
m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local
stone chips etc. complete including painting two
coats on both faces lettering sign marks etc. as per
direction of the Engineer-in-Charge. (The rate is
inclusive of cost of reinforcement, concrete,
shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
RE-EXCAVATION OFBALUBAILU BUNDH JL NO.-427, MOUJA-KHARKATA, DAG NO-189 AT AMKOPA G.P. UNDER GARHBETA-I DEV. BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
1608
8040
5
Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge.
1000
5100
5.1
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
936.25
91752
98
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
5617.5
634777
113
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
12171.25
1643118
135
Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils.
8600
94600
11
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
4000
40000
10
OUTLET :
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
20.25
2308
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
5.85
3507
599.61
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
(i) Pakur Variety (Rate as per analysis)
15.93
98219
6165.67
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
9
1377
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
9
306
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
20
63028
3151.44
BATHING GHAT :
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
206.1
24581
119.27
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained from excavation of
foundation.
41.22
3196
77.54
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
85.76
51422
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
231.9
5565
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
58.45
360383
6165.67
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. RCC Grade M-20
(i) Pakur Variety (Rate as per analysis)
44.1
271861
6164.67
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per
drawing and direction. (a) For works in foundation, basement and
upto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
2.77
138170
49881.17
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
281.92
42288
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
281.92
9585
34
Guard Wall
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
35.2
4198
119.27
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
9.6
5756
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
32
768
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.A PCC Grade M20(Pakurvarity)
43.4
267590
6165.67
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications
50
5750
115
Providing & fixing Concrete Sign Board as per IRC
specification of size 900 x 750 x 37 mm. thick made
with RCC 1:1½:3 with pakur variety stone chips
reinforced with double layer IRC febric (75 x 75 mm.
mesh) and fixed with necessary nuts & bolts on two
RC precast posts 100 mm. x 150 mm. of height 2.65
m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local
stone chips etc. complete including painting two
coats on both faces lettering sign marks etc. as per
direction of the Engineer-in-Charge. (The rate is
inclusive of cost of reinforcement, concrete,
shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
RE-EXCAVATION OF MANDAL BUNDH 1 JL NO.-418, MOUJA-MOULARA, DAG NO-133,134 AT AMKOPA G.P. UNDER GARHBETA-I DEV. BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
603
3015
5
Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge.
1750
8925
5.1
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
5534.5
542381
98
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
4427.6
500318
113
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
1106.9
149431
135
Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils.
5000
55000
11
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
5000
50000
10
OUTLET :
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
20.25
2308
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
5.85
3507
599.61
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
(i) Pakur Variety (Rate as per analysis)
15.93
98219
6165.67
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
9
1377
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
9
306
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
20
63028
3151.44
BATHING GHAT :
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
206.1
24581
119.27
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained from excavation of
foundation.
41.22
3196
77.54
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
85.76
51422
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
231.9
5565
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
58.45
360383
6165.67
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. RCC Grade M-20
(i) Pakur Variety (Rate as per analysis)
44.1
271861
6164.67
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per
drawing and direction.(a) For works in foundation, basement and
upto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
2.77
138170
49881.17
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
281.92
42288
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
281.92
9585
34
Providing & fixing Concrete Sign Board as per IRC
specification of size 900 x 750 x 37 mm. thick made
with RCC 1:1½:3 with pakur variety stone chips
reinforced with double layer IRC febric (75 x 75 mm.
mesh) and fixed with necessary nuts & bolts on two
RC precast posts 100 mm. x 150 mm. of height 2.65
m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local
stone chips etc. complete including painting two
coats on both faces lettering sign marks etc. as per
direction of the Engineer-in-Charge. (The rate is
inclusive of cost of reinforcement, concrete,
shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
RE-EXCAVATION OF MANDAL BUNDH 2 , JL NO.-418, MOUJA-MOULARA, DAG NO-144 AT AMKOPA G.P. UNDER GARHBETA-I DEV. BLOCK IN THE DISTRICT OF PASCHIM MEDINIPUR
-
-
-
Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
2009.75
10048
5
Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge.
2000
10200
5.1
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
4754.8
465970
98
Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
4754.8
537292
113
Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
2377.4
320949
135
Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils.
4000
44000
11
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
5000
50000
10
OUTLET :
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
20.25
2308
114
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
5.85
3507
599.61
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
(i) Pakur Variety (Rate as per analysis)
15.93
98219
6165.67
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
9
1377
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
9
306
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Double Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia (Double Row)
20
63028
3151.44
BATHING GHAT :
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
206.1
24581
119.27
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained from excavation of
foundation.
41.22
3196
77.54
(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
85.76
51422
599.61
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
231.9
5565
24
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications. A PCC Grade M20(Pakurvarity)
58.45
360383
6165.67
Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with gradedstone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper gradingzone, both of approved quality and cement, asnecessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC Grade M-20
(i) Pakur Variety (Rate as per analysis)
44.1
271861
6164.67
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per
drawing and direction. (a) For works in foundation, basement and
upto roof of ground floor (Rate as per analysis) (i) Tor steel JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
2.77
138170
49881.17
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
281.92
42288
150
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
281.92
9585
34
Providing & fixing Concrete Sign Board as per IRCspecification of size 900 x 750 x 37 mm. thick madewith RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GLincluding digging hole, repacking the same withcement concrete 1:3:6 with jhama khoa or with localstone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
ADD GST @12%
0.12
5254118
43784324.61
ADD LABOUR WELFARE CESS @1%
0.01
490384
49038443.56
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