Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Excavation
Eprocure
Opening Date10 Feb 2023
Closing Date3 Mar 2023
Tender Amount₹ 5,12,73,706
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Re-excavation Of Pond In Hura And Kashipur
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_DPUA_471826_1Bid Award Id
ViewTender No
e-NIT No. 25/PUP/EC/BNK of 2022-23Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation in gravel and moorum,kankar/compact moorum/very much weathered rocksi/sticky soil mixed withh moorum or ghooting for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
16875
-
113
Excavation in soft wheathered rock/salt laterite rocks for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
11250
-
135
Extra rate where land is to be arranged by the contractor on Item Nos.1,2,3 & 4 for for disposal of spoils.
39375
-
12
Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
6000
-
23
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
375
-
28
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
67.5
-
2089.25
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification..
22.5
-
1765.6
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge withina lead of,
C) Beyond 2.00 km and upto 3.00 km
1500
-
235
OUTLETS (2 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.
291.09
-
119.27
(A) Filling in foundation or plinth by silver 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
31.37
-
572.55
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
26.87
-
4732
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
151.3
-
5517.69
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
54.17
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
54.16
-
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single 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
60
-
2754.8
Hire and labour charges for shuttering excluding staging for soffits of slabs, beam of culverts, vertical wall of bridges and other hydraulic structures including charges of all materials to site of work, stripping off and removing after completion of work as per direction of Engineer-in-charge. A) With wooden plank minimum 38mm thick.
309.5
-
270
BATHING GHAT (1 NO)
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.
23.37
-
119.27
(A) Filling in foundation or plinth by silver 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
2.81
-
572.55
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
34.5
-
592
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
8.54
-
5517.69
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
98.09
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.49
-
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
PARSHIYA BANDH SURFACE FLOW MINOR IRRIGATION SCHEME AT MOUZA-PARSHIYA , ( J.L. NO.- 107, PLOT NO-3207,3208 UNDER HURA BLOCK IN THE DISTRICT OF PURULIA.
-
-
-
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
850
-
23
Excavation in ordinary soil/mixed soil i.e clay mixed with moorum, kankar, pebble/slit dry or moist/ slushy silt/sticky soil for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement: pre work and post work)
20125
-
98
Excavation in gravel and moorum,kankar/compact moorum/very much weathered rocksi/sticky soil mixed withh moorum or ghooting for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
12075
-
113
Excavation in soft wheathered rock/salt laterite rocks for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
8050
-
135
Extra rate where land is to be arranged by the contractor on Item Nos.1,2,3 & 4 for for disposal of spoils.
28175
-
12
Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
6000
-
23
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
375
-
28
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
67.5
-
2089.25
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification..
22.5
-
1765.6
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge withina lead of,
C) Beyond 2.00 km and upto 3.00 km
4025
-
235
OUTLETS (2 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.
291.09
-
119.27
(A) Filling in foundation or plinth by silver 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
31.37
-
572.55
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
26.87
-
4732
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
151.3
-
5517.69
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
54.17
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
54.16
-
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single 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
60
-
2754.8
Hire and labour charges for shuttering excluding staging for soffits of slabs, beam of culverts, vertical wall of bridges and other hydraulic structures including charges of all materials to site of work, stripping off and removing after completion of work as per direction of Engineer-in-charge. A) With wooden plank minimum 38mm thick.
309.5
-
270
BATHING GHAT (1 NO)
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.
23.37
-
119.27
(A) Filling in foundation or plinth by silver 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
2.81
-
572.55
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
34.5
-
592
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
8.54
-
5517.69
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
98.09
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.49
-
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
PARSHI BANDH SURFACE FLOW MINOR IRRIGATION SCHEME AT MOUZA-MANIHARA , ( J.L. NO.- 107, PLOT NO-909,910 UNDER KASHIPUR BLOCK IN THE DISTRICT OF PURULIA.
-
-
-
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
850
-
23
Excavation in ordinary soil/mixed soil i.e clay mixed with moorum, kankar, pebble/slit dry or moist/ slushy silt/sticky soil for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement: pre work and post work)
10625
-
98
Excavation in gravel and moorum,kankar/compact moorum/very much weathered rocksi/sticky soil mixed withh moorum or ghooting for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
6375
-
113
Excavation in soft wheathered rock/salt laterite rocks for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
4250
-
135
Extra rate where land is to be arranged by the contractor on Item Nos.1,2,3 & 4 for for disposal of spoils.
14875
-
12
Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
6000
-
23
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
300
-
28
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
54
-
2089.25
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification..
18
-
1765.6
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge withina lead of,
C) Beyond 2.00 km and upto 3.00 km
4250
-
235
OUTLETS (2 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.
291.09
-
119.27
(A) Filling in foundation or plinth by silver 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
31.37
-
572.55
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
26.87
-
4732
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
151.3
-
5517.69
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
54.17
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
54.16
-
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single 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
60
-
2754.8
Hire and labour charges for shuttering excluding staging for soffits of slabs, beam of culverts, vertical wall of bridges and other hydraulic structures including charges of all materials to site of work, stripping off and removing after completion of work as per direction of Engineer-in-charge. A) With wooden plank minimum 38mm thick.
309.5
-
270
BATHING GHAT (1 NO)
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.
23.37
-
119.27
(A) Filling in foundation or plinth by silver 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
2.81
-
572.55
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
34.5
-
592
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
8.54
-
5517.69
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
98.09
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.49
-
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
PATPUR SURFACE FLOW MINOR IRRIGATION SCHEME AT MOUZA-PATPUR , ( J.L. NO.- 107, PLOT NO-624,625 UNDER KASHIPUR BLOCK IN THE DISTRICT OF PURULIA.
-
-
-
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
900
-
23
Excavation in ordinary soil/mixed soil i.e clay mixed with moorum, kankar, pebble/slit dry or moist/ slushy silt/sticky soil for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement: pre work and post work)
15000
-
98
Excavation in gravel and moorum,kankar/compact moorum/very much weathered rocksi/sticky soil mixed withh moorum or ghooting for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
9000
-
113
Excavation in soft wheathered rock/salt laterite rocks for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
6000
-
135
Extra rate where land is to be arranged by the contractor on Item Nos.1,2,3 & 4 for for disposal of spoils.
21000
-
12
Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
6000
-
23
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
375
-
28
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
67.5
-
2089.25
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification..
22.5
-
1765.6
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge withina lead of,
C) Beyond 2.00 km and upto 3.00 km
1500
-
235
OUTLETS (2 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.
291.09
-
119.27
(A) Filling in foundation or plinth by silver 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
31.37
-
572.55
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
26.87
-
4732
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
151.3
-
5517.69
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
54.17
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
54.16
-
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single 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
60
-
2754.8
Hire and labour charges for shuttering excluding staging for soffits of slabs, beam of culverts, vertical wall of bridges and other hydraulic structures including charges of all materials to site of work, stripping off and removing after completion of work as per direction of Engineer-in-charge. A) With wooden plank minimum 38mm thick.
309.5
-
270
BATHING GHAT (1 NO)
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.
23.37
-
119.27
(A) Filling in foundation or plinth by silver 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
2.81
-
572.55
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
34.5
-
592
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
8.54
-
5517.69
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
98.09
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.49
-
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
BARAMAL SURFACE FLOW MINOR IRRIGATION SCHEME AT MOUZA-BEKO , ( J.L. NO.- 20, PLOT NO-2563 UNDER KASHIPUR BLOCK IN THE DISTRICT OF PURULIA.
-
-
-
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
850
-
23
Excavation in ordinary soil/mixed soil i.e clay mixed with moorum, kankar, pebble/slit dry or moist/ slushy silt/sticky soil for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement: pre work and post work)
21093.75
-
98
Excavation in gravel and moorum,kankar/compact moorum/very much weathered rocksi/sticky soil mixed withh moorum or ghooting for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
12656.25
-
113
Excavation in soft wheathered rock/salt laterite rocks for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
8437.5
-
135
Extra rate where land is to be arranged by the contractor on Item Nos.1,2,3 & 4 for for disposal of spoils.
29531.25
-
12
Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
6000
-
23
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
375
-
28
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
67.5
-
2089.25
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification..
22.5
-
1765.6
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge withina lead of,
C) Beyond 2.00 km and upto 3.00 km
1500
-
235
OUTLETS (2 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.
291.09
-
119.27
(A) Filling in foundation or plinth by silver 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
31.37
-
572.55
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
26.87
-
4732
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
151.3
-
5517.69
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
54.17
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
54.16
-
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single 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
60
-
2754.8
Hire and labour charges for shuttering excluding staging for soffits of slabs, beam of culverts, vertical wall of bridges and other hydraulic structures including charges of all materials to site of work, stripping off and removing after completion of work as per direction of Engineer-in-charge. A) With wooden plank minimum 38mm thick.
309.5
-
270
BATHING GHAT (1 NO)
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.
23.37
-
119.27
(A) Filling in foundation or plinth by silver 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
2.81
-
572.55
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
34.5
-
592
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
8.54
-
5517.69
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
98.09
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.49
-
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
GOYALAGORIYA SURFACE FLOW MINOR IRRIGATION SCHEME AT MOUZA-KHAIRIPIHARA , ( J.L. NO.- 82, PLOT NO-1250 UNDER HURA BLOCK IN THE DISTRICT OF PURULIA.
-
-
-
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
500
-
23
Excavation in ordinary soil/mixed soil i.e clay mixed with moorum, kankar, pebble/slit dry or moist/ slushy silt/sticky soil for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement: pre work and post work)
3600
-
98
Excavation in gravel and moorum,kankar/compact moorum/very much weathered rocksi/sticky soil mixed withh moorum or ghooting for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
2700
-
113
Excavation in soft wheathered rock/salt laterite rocks for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
1350
-
135
Extra rate where land is to be arranged by the contractor on Item Nos.1,2,3 & 4 for for disposal of spoils.
4500
-
12
Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
6000
-
23
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
80
-
28
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
13.5
-
2089.25
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification..
6
-
1765.6
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge withina lead of,
C) Beyond 2.00 km and upto 3.00 km
1080
-
235
OUTLETS (2 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.
170.59
-
119.27
(A) Filling in foundation or plinth by silver 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
13.56
-
572.55
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
17.31
-
4732
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
43.49
-
5517.69
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
54.17
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
54.16
-
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single 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
60
-
2754.8
Hire and labour charges for shuttering excluding staging for soffits of slabs, beam of culverts, vertical wall of bridges and other hydraulic structures including charges of all materials to site of work, stripping off and removing after completion of work as per direction of Engineer-in-charge. A) With wooden plank minimum 38mm thick.
70
-
270
BATHING GHAT (1 NO)
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.
23.37
-
119.27
(A) Filling in foundation or plinth by silver 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
2.81
-
572.55
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
34.5
-
592
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
8.54
-
5517.69
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
98.09
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.49
-
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
HIJULI BARA BANDH SURFACE FLOW MINOR IRRIGATION SCHEME AT MOUZA-HIJULI,DALDALI , ( J.L. NO.- 73, PLOT NO-21,22 UNDER HURA BLOCK IN THE DISTRICT OF PURULIA.
-
-
-
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
900
-
23
Excavation in ordinary soil/mixed soil i.e clay mixed with moorum, kankar, pebble/slit dry or moist/ slushy silt/sticky soil for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement: pre work and post work)
15000
-
98
Excavation in gravel and moorum,kankar/compact moorum/very much weathered rocksi/sticky soil mixed withh moorum or ghooting for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
9000
-
113
Excavation in soft wheathered rock/salt laterite rocks for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
6000
-
135
Extra rate where land is to be arranged by the contractor on Item Nos.1,2,3 & 4 for for disposal of spoils.
21000
-
12
Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
6000
-
23
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
375
-
28
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
67.5
-
2089.25
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification..
22.5
-
1765.6
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge withina lead of,
C) Beyond 2.00 km and upto 3.00 km
1500
-
235
OUTLETS (2 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.
291.09
-
119.27
(A) Filling in foundation or plinth by silver 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
31.37
-
572.55
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
26.87
-
4732
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
151.3
-
5517.69
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
54.17
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
54.16
-
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single 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
60
-
2754.8
Hire and labour charges for shuttering excluding staging for soffits of slabs, beam of culverts, vertical wall of bridges and other hydraulic structures including charges of all materials to site of work, stripping off and removing after completion of work as per direction of Engineer-in-charge. A) With wooden plank minimum 38mm thick.
309.5
-
270
BATHING GHAT (1 NO)
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.
23.37
-
119.27
(A) Filling in foundation or plinth by silver 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
2.81
-
572.55
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
34.5
-
592
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
8.54
-
5517.69
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
98.09
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.49
-
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
EXCAVATION OF MANDIRA BARO BANDH AT KASHIPUR, KASHIPUR G.P, MOUZA-KALLOLI, ( J.L. NO.- 39, PLOT NO- 170,171,172,173) UNDER KASHIPUR BLOCK IN THE DISTRICT OF PURULIA.
-
-
-
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
900
-
23
Excavation in ordinary soil/mixed soil i.e clay mixed with moorum, kankar, pebble/slit dry or moist/ slushy silt/sticky soil for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement: pre work and post work)
6356.25
-
98
Excavation in gravel and moorum,kankar/compact moorum/very much weathered rocksi/sticky soil mixed withh moorum or ghooting for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator or any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
3813.75
-
113
Excavation in soft wheathered rock/salt laterite rocks for WDS/WHS/reservoir/SFMIS etc with hydraullic excavator any other means including cuttting and loading in tippers,trimming bottom and side slope in accordance with requirement of lines,grades and cross section and transporting to embankment/disposal site within all lift and lead upto 1000 m including spreading,levelling disposed spoils at disposed area.(mode of measurement:pre work and post work)
2542.5
-
135
Extra rate where land is to be arranged by the contractor on Item Nos.1,2,3 & 4 for for disposal of spoils.
8898.75
-
12
Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
6000
-
23
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
375
-
28
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
67.5
-
2089.25
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification..
22.5
-
1765.6
Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge withina lead of,
C) Beyond 2.00 km and upto 3.00 km
1500
-
235
OUTLETS (2 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.
291.09
-
119.27
(A) Filling in foundation or plinth by silver 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
31.37
-
572.55
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
26.87
-
4732
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
151.3
-
5517.69
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
27.08
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
54.16
-
34
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single 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
120
-
2754.8
Hire and labour charges for shuttering excluding staging for soffits of slabs, beam of culverts, vertical wall of bridges and other hydraulic structures including charges of all materials to site of work, stripping off and removing after completion of work as per direction of Engineer-in-charge. A) With wooden plank minimum 38mm thick.
309.5
-
270
BATHING GHAT (1 NO)
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.
23.37
-
119.27
(A) Filling in foundation or plinth by silver 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
2.81
-
572.55
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
34.5
-
592
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety
8.54
-
5517.69
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
98.09
-
153
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
43.49
-
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
Add GST @12%
45326826.79
-
0.12
Add Cess @1%
50766046
-
0.01
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