Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date8 Oct 2022
Closing Date14 Oct 2022
Tender Amount₹ 2,35,77,577
Costs
EMD
₹ 1,18,000Document Cost
₹ 11,200Tender Fee
Refer Documents
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
2022_BULDH_841653_1Bid Award Id
ViewTender No
E-TENDER NOTICE NO. /2022-23 2 ND CALLTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
In Overbuden
8
-
1538
In Weathered Rock with Boulder
10
-
6024
In Weathered Rock/ Soft Rock
12
-
3084
In Hard Rock other than quartzite
10
-
4186
Supply Well 8 M Dia. X 20 M Deep Supply Well No.I
-
-
-
Item No. 1
-
-
-
Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.
-
-
-
Lift 0.00 to 1.50 m
286.56
-
304
Lift 1.50 to 3.00 m
244.17
-
331
Lift 3.00 to 4.50 m
205.17
-
358
Item No. 2
-
-
-
Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.
-
-
-
On the Bank of Nallah
-
-
-
Lift 4.50 to 6.00 M.
169.56
-
791
Lift 6.00 to 7.50 M.
75.36
-
819
Lift 7.50 to 9.00 M.
75.36
-
847
Lift 9.00 to 10.50 M.
75.36
-
875
Lift 10.50 to 12.00 M.
75.36
-
903
Lift 12.00 to 13.50 M.
75.36
-
931
Lift 13.50 to 15.00 M.
75.36
-
959
Lift 15.00 to 16.50 M.
75.36
-
987
Lift 16.50 to 18.00 M.
75.36
-
1015
Lift 18.00 to 19.50 M.
75.36
-
1043
Lift 19.50 to 21.00 M.
25.12
-
1071
Item No.3
-
-
-
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
-
-
-
P.C.C M150 For Foundation
-
-
-
As per rate analysis
5.2
-
6614.32
Item No.4
-
-
-
Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
-
-
-
Footing in M300
-
-
-
Lift 5.00 to 10.00
8.67
-
9455.41
Item No.5
-
-
-
Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
-
-
-
Walling ( Lift 0.00 to 5.00 m.)
44.49
-
10574.83
Walling ( Lift 5.00 to 10.00 m.)
3.18
-
11632.31
Beam (Lift 0.00 to 5.00 m.)
2.05
-
9888.83
Item No.6
-
-
-
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
411.47
-
84
Item No.7
-
-
-
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete.
4800
-
77
Item No.8
-
-
-
Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.
-
-
-
Lift 0.00 to 5.00
3.72
-
97206
Lift 5.00 to 10.00
0.95
-
102066.3
Item No. 9
-
-
-
Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts.
47.48
-
974
Item No. 10
-
-
-
Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering compaction, etc. complete.
47.48
-
1158
Item No. 11
-
-
-
Providing structural steel work in single stanchions composed of RSJ, channel etc with caps, bases, mild steel plates, angles, brackets cleats, gusset plates, anchor bolts, etc as per detaild design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted/ wided connections and one coats of anticorrosive paint and over it two coats of oil painting etc complete.
0.43
-
70017
Item No.12
-
-
-
Providing & fixing G.I. Railing having 1 M. height consisting 50x50x6mm thick M.S. angles as verticals at 1.5M c/c and additional posts at every corner with 3 rows of 25mm dia G.I. Pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape etc complete.
20.42
-
916
Item No. 13
-
-
-
Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
4
-
1493
Item No. 14
-
-
-
Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
18
-
201
Item No. 15
-
-
-
Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
-
-
-
8 mm thick
14.19
-
5111
Item No. 16
-
-
-
Carrying out recuparation / Yield test for ascertaining the discharge of constructed well / excavated profile as directed by Engineer - In - Charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level upto full depth rise is recorded. The normal water level / subsoil water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, overload, labours etc. complete as directed.
7
-
2167
Item No. 17
-
-
-
Providing and fixing in position C.I. Type dapura steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc. complete as directed by Engineer-in-charge.
29
-
387
Item No. 18
-
-
-
Drilling bore well of 115 mm dia. Including transportation charges of required machinery.
-
-
-
ForHorizontal Bore
120
-
490
Supply Well 8 M Dia. X 20 M Deep Supply Well No.II
-
-
-
Item No. 1
-
-
-
Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.
-
-
-
Lift 0.00 to 1.50 m
286.56
-
304
Lift 1.50 to 3.00 m
244.17
-
331
Lift 3.00 to 4.50 m
205.17
-
358
Item No. 2
-
-
-
Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.
-
-
-
On the Bank of Nallah
-
-
-
Lift 4.50 to 6.00 M.
169.56
-
791
Lift 6.00 to 7.50 M.
75.36
-
819
Lift 7.50 to 9.00 M.
75.36
-
847
Lift 9.00 to 10.50 M.
75.36
-
875
Lift 10.50 to 12.00 M.
75.36
-
903
Lift 12.00 to 13.50 M.
75.36
-
931
Lift 13.50 to 15.00 M.
75.36
-
959
Lift 15.00 to 16.50 M.
75.36
-
987
Lift 16.50 to 18.00 M.
75.36
-
1015
Lift 18.00 to 19.50 M.
75.36
-
1043
Lift 19.50 to 21.00 M.
25.12
-
1071
Item No.3
-
-
-
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
-
-
-
P.C.C M150 For Foundation
5.2
-
6614.32
Item No.4
-
-
-
Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
-
-
-
Footing in M300
-
-
-
Lift 5.00 to 10.00
8.67
-
9455.41
Item No.5
-
-
-
Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
-
-
-
Walling ( Lift 0.00 to 5.00 m.)
44.49
-
10574.83
Walling ( Lift 5.00 to 10.00 m.)
3.18
-
11632.31
Beam (Lift 0.00 to 5.00 m.)
2.05
-
9888.83
Item No.6
-
-
-
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
411.47
-
84
Item No.7
-
-
-
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete.
4800
-
77
Item No.8
-
-
-
Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.
-
-
-
Lift 0.00 to 5.00
3.72
-
97206
Lift 5.00 to 10.00
0.95
-
102066.3
Item No. 9
-
-
-
Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts.
47.48
-
974
Item No. 10
-
-
-
Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering compaction, etc. complete.
47.48
-
1158
Item No. 11
-
-
-
Providing structural steel work in single stanchions composed of RSJ, channel etc with caps, bases, mild steel plates, angles, brackets cleats, gusset plates, anchor bolts, etc as per detaild design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted/ wided connections and one coats of anticorrosive paint and over it two coats of oil painting etc complete.
0.43
-
70017
Item No.12
-
-
-
Providing & fixing G.I. Railing having 1 M. height consisting 50x50x6mm thick M.S. angles as verticals at 1.5M c/c and additional posts at every corner with 3 rows of 25mm dia G.I. Pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape etc complete.
20.42
-
916
Item No. 13
-
-
-
Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
4
-
1493
Item No. 14
-
-
-
Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
18
-
201
Item No. 15
-
-
-
Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
-
-
-
8 mm thick
14.19
-
5111
Item No. 16
-
-
-
Carrying out recuparation / Yield test for ascertaining the discharge of constructed well / excavated profile as directed by Engineer - In - Charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level upto full depth rise is recorded. The normal water level / subsoil water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, overload, labours etc. complete as directed.
7
-
2167
Item No. 17
-
-
-
Providing and fixing in position C.I. Type dapura steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc. complete as directed by Engineer-in-charge.
29
-
387
Item No. 18
-
-
-
Drilling bore well of 115 mm dia. Including transportation charges of required machinery.
-
-
-
ForHorizontal Bore
120
-
490
Under Ground Cement Bandhara
-
-
-
Item No. 1
-
-
-
Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.
-
-
-
Lift 0.00 to 1.50 m
216
-
304
Lift 1.50 to 3.00 m
162
-
331
Lift 3.00 to 4.50 M.
108
-
358
Item No. 2
-
-
-
Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.
-
-
-
Lift 4.50 to 6.00 M.
54
-
791
Item No.3
-
-
-
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
-
-
-
Lift 5.00 to 10.00 M ( M100 )
5.4
-
7275.75
Item No.4
-
-
-
Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
-
-
-
Lift 5.00 to 10.00 M ( M300 )
8.64
-
9455
Item No.5
-
-
-
Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
-
-
-
Walling in M300 ( Lift 0.00 to 5.00 m.)
81
-
10574.83
Walling in M300 ( Lift 5.00 to 10.00 m.)
19.72
-
11632.31
Slab in M300 ( Lift 0.00 to 5.00 m.)
3
-
10574.83
Item No.6
-
-
-
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
439.98
-
84
Item No.7
-
-
-
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete.
1500
-
77
Item No.8
-
-
-
Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.
-
-
-
Lift 0.00 to 5.00
5.04
-
97206
Lift 5.00 to 10.00
1.7
-
102066.3
Deepening of Nalla
-
-
-
Item No. 1
-
-
-
Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.
-
-
-
Lift 0.00 to 1.50 m
4500
-
304
Item No. 2
-
-
-
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete.
1500
-
77
Switch Room 2.50 M X 2.50 M X 3.00 M Size For Supply Well No.I
-
-
-
Item No.1
-
-
-
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
10.03
-
150
Item No.2
-
-
-
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
2.88
-
192
Item No.3
-
-
-
Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
1.73
-
6137.37
Item No.4
-
-
-
Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
-
-
-
Footing M 200
1.33
-
7709.88
Item No.5
-
-
-
Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
-
-
-
1) Column in M200
1.12
-
9206.88
2) Beam & Lintel in M200
1.52
-
9065.88
3) Chajja in M200
0.14
-
9664.88
4) Slab in M200
1.2
-
9704.88
Item No.6
-
-
-
Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.
0.53
-
97206
Item No. 7
-
-
-
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
10.16
-
84
Item No. 8
-
-
-
Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
1.88
-
1175
Item No. 9
-
-
-
Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.
2.81
-
829
Item No. 10
-
-
-
Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete.
1
-
9902
Item No.11
-
-
-
Providing 2nd Class B.B masonary with conventional bricks in CM as below in super structure inner walls / external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6)
-
-
-
In Foundation & plinth
2.22
-
7745.36
In Super Structure
6.13
-
7972.36
Item No. 12
-
-
-
Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.)
1.08
-
4485
Item No. 13
-
-
-
Providing and fixing steel frame door of angle 50x50x6 mm with mild steel bars 16mmdia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixings hutters including welding, finishing, painting etc. complete complete.
1.89
-
1866
Item No. 14
-
-
-
Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete.
-
-
-
12 mm thick ( Without neeru finish)
34.66
-
271.26
Item No. 15
-
-
-
Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.
-
-
-
Neeru finish
34.66
-
61
Item No. 16
-
-
-
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
-
-
-
Sand faced plaster
45.31
-
614.97
Item No. 17
-
-
-
Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
45.31
-
97
Item No. 18
-
-
-
Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.
34.66
-
43
Item No. 19
-
-
-
Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/diamond pattern on a bed of 1:6 C.M. including cement float, striking joints,pointing in cement mortar 1:3 curing and cleaning etc. complete.
6.25
-
694
Switch Room 2.50 M X 2.50 M X 3.00 M Size For Supply Well No.II
-
-
-
Item No.1
-
-
-
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
10.03
-
150
Item No.2
-
-
-
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
2.88
-
192
Item No.3
-
-
-
Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
1.73
-
6137.37
Item No.4
-
-
-
Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
-
-
-
Footing M 200
1.33
-
7709.88
Item No.5
-
-
-
Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
-
-
-
1) Column in M200
1.12
-
9206.88
2) Beam & Lintel in M200
1.52
-
9065.88
3) Chajja in M200
0.14
-
9664.88
4) Slab in M200
1.2
-
9704.88
Item No.6
-
-
-
Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.
0.53
-
97206
Item No. 7
-
-
-
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
10.16
-
84
Item No. 8
-
-
-
Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
1.88
-
1175
Item No. 9
-
-
-
Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.
2.81
-
829
Item No. 10
-
-
-
Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete.
1
-
9902
Item No.11
-
-
-
Providing 2nd Class B.B masonary with conventional bricks in CM as below in super structure inner walls / external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6)
-
-
-
In Foundation & plinth
2.22
-
7745.36
In Super Structure
6.13
-
7972.36
Item No. 12
-
-
-
Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.)
1.08
-
4485
Item No. 13
-
-
-
Providing and fixing steel frame door of angle 50x50x6 mm with mild steel bars 16mmdia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixings hutters including welding, finishing, painting etc. complete complete.
1.89
-
1866
Item No. 14
-
-
-
Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete.
-
-
-
12 mm thick ( Without neeru finish)
34.66
-
271.26
Item No. 15
-
-
-
Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.
-
-
-
Neeru finish
34.66
-
61
Item No. 16
-
-
-
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
-
-
-
Sand faced plaster
45.31
-
614.97
Item No. 17
-
-
-
Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
45.31
-
97
Item No. 18
-
-
-
Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.
34.66
-
43
Item No. 19
-
-
-
Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/diamond pattern on a bed of 1:6 C.M. including cement float, striking joints,pointing in cement mortar 1:3 curing and cleaning etc. complete.
6.25
-
694
Pure Water Pumping Machinery 5 HP & 23 M Head On Supply Well No.I
-
-
-
Item No. 1
-
-
-
Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.
-
-
-
5-HP Submerssible Pumpset
-
-
-
21649.5-LPH Discharge
-
-
-
23-Head in M. 150 MM Dia.
2
-
33474
Item No.2
-
-
-
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.
-
-
-
100mm Dia. G.I. Pipe ( Medium )
54
-
785
Item No.3
-
-
-
Lowering, laying and jointing G. I. pipes and specials
of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed
by Engineer-in-charge.
-
-
-
100mm Dia. G.I. Pipe ( Medium )
54
-
129
Item No.4
-
-
-
Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)
-
-
-
100 mm dia Non return valve
2
-
7985
Item No. 5
-
-
-
Providing & fixing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
100mm dia sluice valve
2
-
9107
Item No. 6
-
-
-
Providing & fabricating of suitable size base frame for submerssible pump sets.
-
-
-
As per Rate Analysis
2
-
2954
Item No. 7
-
-
-
Supplying errecting G.I. pipes A grade errected for enclosing armoured cable 25 mm dia for underground and above ground cable with etc. complete to cover the cable all over.
-
-
-
25 MM Dia G.I.Pipe
50
-
205.8
Item No.8
-
-
-
Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
50
-
163.8
Item No.9
-
-
-
Providing and fixing L.T. Panel comprising of ameter, voltmeter switches capacitor, water level guard etc.
-
-
-
5-HP Pump
1
-
49787
Item No.10
-
-
-
Providing & fixing electric cable ( flat ) 4 mm² for submerssible pump complete.
-
-
-
3 Core 4 Sqmm
150
-
183.75
Item No. 11
-
-
-
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
200
-
73
Item No. 12
-
-
-
EARTHING Supplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
2
-
4449.9
Item No. 13
-
-
-
Providing & making flanged joints to flanged C.I pipes of all classes/specials etc including cost of all jointing materials ( rubber packing,nut bolts etc),labour,hydraulic testing etc complete.
-
-
-
100mm dia
15
-
453
Item No. 14
-
-
-
Providing & fixing 100 mm dia. Pressure gauge.
1
-
869
Pure Water Pumping Machinery 20 HP & 58 M Head On Supply Well No.II
-
-
-
Item No. 1
-
-
-
Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.
-
-
-
20HP Submerssible Pumpset
-
-
-
43299LPH Discharge
-
-
-
64 Head in M. 150 MM Dia.
2
-
68813
Item No.2
-
-
-
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.
-
-
-
100mm Dia. G.I. Pipe ( Medium )
54
-
785
Item No.3
-
-
-
Lowering, laying and jointing G. I. pipes and specials
of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed
by Engineer-in-charge.
-
-
-
100mm Dia. G.I. Pipe ( Medium )
54
-
129
Item No.4
-
-
-
Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)
-
-
-
100 mm dia Non return valve
2
-
7985
Item No. 5
-
-
-
Providing & fixing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
100mm dia sluice valve
2
-
9107
Item No. 6
-
-
-
Providing & fabricating of suitable size base frame for submerssible pump sets.
2
-
2954
Item No. 7
-
-
-
Supplying errecting G.I. pipes A grade errected for enclosing armoured cable 25 mm dia for underground and above ground cable with etc. complete to cover the cable all over.
-
-
-
25 MM Dia G.I.Pipe
50
-
205.8
Item No.8
-
-
-
Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
50
-
163.8
Item No.9
-
-
-
Providing and fixing L.T. Panel comprising of ameter, voltmeter switches capacitor, water level guard etc.
-
-
-
20HP Pump
1
-
78463
Item No.10
-
-
-
Providing & fixing electric cable ( flat ) 10 mm² for submerssible pump complete.
-
-
-
3 Core 10 Sqmm
150
-
357
Item No. 11
-
-
-
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
200
-
73
Item No. 12
-
-
-
EARTHING Supplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
2
-
4449.9
Item No. 13
-
-
-
Providing & making flanged joints to flanged C.I pipes of all classes/specials etc including cost of all jointing materials ( rubber packing,nut bolts etc),labour,hydraulic testing etc complete.
-
-
-
100mm dia
15
-
453
Item No. 14
-
-
-
Providing & fixing 100 mm dia. Pressure gauge.
1
-
869
Pure Water Rising Main 160 MM PVC 6 Kg & 3000 M Long
-
-
-
Item No.1
-
-
-
Providing and supplying in standard lengths ISI mark rigid unplastised PVC for potable water with rubber ring joints including cost of rubber ring as per IS-4985-1998, excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, transit insurance, inspection charges, loading, nloading, conveyance to store and stacking the same in closed shed duly protected from sun rays and rains, etc.complete (with third party inspection) (socketed)
-
-
-
160mm dia PVC 6 Kg/cm2 Ring Fit pipe
2940
-
956
Item No. 2
-
-
-
Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon,Loading into Truck, Transportation to departmental store, unloading,stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.
-
-
-
150mm dia D.I K-9 pipe
60
-
1919
Item No. 3
-
-
-
Providing & supplying HDPE/C.I /MS /GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
1
-
146289
Item No. 4
-
-
-
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
As Scoure Valve
-
-
-
80mm dia. Sluice Valve
2
-
5132
Item No. 5
-
-
-
Providing and supplying Air Valves as per IS- 14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
50mm dia. Double Ball Air Valve
6
-
5850
Item No.6
-
-
-
Excavation for foundation / Pipe Trenches in All strata including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.
2700
-
458.29
Item No.7
-
-
-
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20cm layers including watering and compaction complete.
337.5
-
84
Item No.8
-
-
-
Lowering laying and jointing with P.V.C. pipes and spcials of following diameter including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete. (with cement solvent joint / ring fit joint), Working Pressure 6 Kg./Sqm
-
-
-
160mm dia PVC 6 Kg/cm2 Ring Fit pipe
2940
-
56
Item No. 9
-
-
-
Lowering laying and jointing with SBR ruber gaskets C.I. S/S / DI-K7 / DI-K9 pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing etc. complete. (I.S. 5382 / 12820 )
-
-
-
150mm dia D.I K-9 pipe
60
-
86
Item No. 10
-
-
-
Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.
-
-
-
160mm dia PVC 6 Kg/cm2 Ring Fit pipe
2.94
-
6202
Item No. 11
-
-
-
Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor.
-
-
-
150mm dia D.I K-9 pipe
0.06
-
9453
Item No. 12
-
-
-
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
-
-
-
As Scoure Valve
-
-
-
80mm dia. Sluice Valve
2
-
1738
Item No. 13
-
-
-
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
33.75
-
6614.32
Item No. 14
-
-
-
Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line
-
-
-
Foundation on Murum and Harder Strata.
-
-
-
150 mm
6
-
5578
Item No. 15
-
-
-
Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x3 mm size M.S. angle frame, concre- ting in M-150 for fixing the box in position,applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.
-
-
-
50mm dia. Double Ball Air Valve
6
-
3353
Item No. 16
-
-
-
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
-
-
-
Chamber size 60X45X120 cm
2
-
8047
Item No.17
-
-
-
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
2268.43
-
84
Pure Water Rising Main 140 MM PVC 6 Kg & 150 M Long From Supply Well No.I to Supply Well No.II
-
-
-
Item No.1
-
-
-
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 /12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint /compression fitting joint or flanged joint excluding coupler/ specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.As per IS:4984-2016
-
-
-
140mm dia PVC 6 Kg/cm2 Ring Fit pipe
132
-
743
Item No. 2
-
-
-
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete
as per IS-1239/2004.
-
-
-
150mm dia G.I Medium Class pipe
18
-
1257
Item No. 3
-
-
-
Providing & supplying HDPE/C.I /MS /GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
1
-
6035
Item No. 4
-
-
-
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
As Scoure Valve
-
-
-
80mm dia. Sluice Valve
1
-
5132
Item No. 5
-
-
-
Providing and supplying Air Valves as per IS- 14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
50mm dia. Double Ball Air Valve
1
-
5850
Item No.6
-
-
-
Excavation for foundation / Pipe Trenches in All Strata including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.
135.02
-
458.29
Item No.7
-
-
-
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20cm layers including watering and compaction complete.
16.88
-
84
Item No.8
-
-
-
Lowering laying and jointing with P.V.C. pipes and spcials of following diameter including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete. (with cement solvent joint / ring fit joint), Working Pressure 6 Kg./Sqm
-
-
-
140mm dia PVC 6 Kg/cm2 Ring Fit pipe
132
-
53
Item No. 9
-
-
-
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
-
-
-
150mm dia G.I Medium Class pipe
18
-
144
Item No. 10
-
-
-
Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.
-
-
-
140mm dia PVC 6 Kg/cm2 Ring Fit pipe
0.13
-
6202
Item No. 11
-
-
-
Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rates under this item shall also include cost of retesting.
-
-
-
150mm dia G.I Medium Class pipe
0.02
-
16124
Item No. 12
-
-
-
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
-
-
-
80mm dia. Sluice Valve
1
-
1738
Item No. 13
-
-
-
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
9
-
6614.32
Item No. 14
-
-
-
Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line
-
-
-
Foundation on Murum and Harder Strata.
-
-
-
150 mm
1
-
5578
Item No. 15
-
-
-
Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x3 mm size M.S. angle frame, concre- ting in M-150 for fixing the box in position,applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.
-
-
-
50mm dia. Double Ball Air Valve
1
-
3353
Item No. 16
-
-
-
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
-
-
-
Chamber size 60X45X120 cm
2
-
8047
Item No.17
-
-
-
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
106.83
-
84
R.C.C ESR 145000 Liter Capacity & 12 M Staging Height
-
-
-
Item No. 1 :-
-
-
-
Designing (aesthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5M. Centre to centre for ESR having capacity upto 500cum and not more than 6 m. c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 M. all labour and material charges including lowering, laying, erecting,, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental desing, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicatiors, lightening conductor, G.I. pipe railing around walk
-
-
-
way and top slab, providing spiral stairecase from ground level to roof level & stainless steel ladder in container, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code the job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge
-
-
-
Note :-
-
-
-
1) The design of the structure shall be in accordance with relevant (IS 456-1987,IS 875-1987, IS 3370 - 1965or revised)
-
-
-
2) The design shall satisfy the stipulations as per IS 1983- 1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks.
-
-
-
3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary.
-
-
-
4) The entire structure shall be in M-250 mix only.However concrete in contact with water such as container , base slab , wall ,roof slab & footing in water born area shall be in M-300.
-
-
-
5) Plain round mild steel bars grade I confirming to IS 432 part -I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed
-
-
-
6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level.
-
-
-
7) These rates include providing M.S.ladder for ESR's upto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh lit. capacity.
-
-
-
8) Staging height will have to be designed with stresses of M-200 concrete.However all RCC construction should be done in m 250 except concrete in contact with water shall be designed & constructed in M300.
-
-
-
9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struch at shallow depth extra provision of dewatering shall be made as per site condition.
-
-
-
10) All conditions given in the Member Secretary's Circular No.MJP/TS-1/350/1668 Dt.2.8.97 and MJP/S-1/350/2127 Dt.13.7.99 shall be strictly followed and additional cost if any, due to these conditions is included in the rates mentioned below.
-
-
-
11) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness in given and till that work shall be treated as incomplete.
-
-
-
12) The rates as indicated in the table are excluding the cost of pipes, specials, valves required for inlet, outlet, washout, overflow and bypass arrangements. The scope of the pipe assembly work shall be upto 5 M. beyond outside face of the outremost column.
-
-
-
13) For ESR upto 500 cum capacity CIDF pipes upto 300 mm dia shall be provided and specials should be used. For ESR above 500 cum, M.S. pipes and M.S. specials (minimum 8mm thick uo to 500mm dia. & 10 mm thickness above 500 mm dia.) shall be used with proper anticorrosive epoxy treatment from inside and outside
-
-
-
14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT / sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of LS item of ESR. For Extra Item due to change from individual foundation to raft actual increase in concrete and steel be paid as per relevent DSR Item.
-
-
-
15) The rates shall be increased by 30 % for bearing piles upto depth of 10 m and for further increaseed in depth by 5 m each it shall be increased by another 10 5 .These rates are applicable where raft is not feasible for pile foundation sufate resistant cement shall only be used.Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR.
-
-
-
16) These rates are applicable for staging height of 12 m .These rates shall be increased or decreased for per meter variation in the staging height as below.
12 to 16 M staging 2% per m
16 to 20 M staging 3% per m
20 M and above 4% per m
-
-
-
17) Following rates are for seismic zone-III , for Seismic zone-IV these rates shall be increased by 5%, and for Seismic zone-II these rates shall be decreased by 5%
-
-
-
RCC ESR CAPACITY 145000 Liter 12 Meter Staging
1
-
2692065
Item No. 2 :-
-
-
-
Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores unloading etc. complete as directed by Engineer-in-charge.,
-
-
-
150mm dia CIDF pipes
106
-
2945
MJP CSR 2021-22 P.NO.72 ITEM NO.5
-
-
-
Item No. 3 :-
-
-
-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
150mm dia CIDF Sluice Valve
5
-
10251
Item No. 4 :-
-
-
-
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
-
-
-
Diameter 80 mm to 300 mm
500
-
73
Additional Distribution System 160 mm dia. to 75 mm dia. & 3498 M Long in extended Area
-
-
-
Item No. 1
-
-
-
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).
-
-
-
160mm dia pvc 4 kg/cm2
300
-
591
140mm dia pvc 4 kg/cm2
450
-
451
110mm dia pvc 4 kg/cm2
600
-
269
90mm dia pvc 4 kg/cm2
900
-
197
75mm dia pvc 4 kg/cm2
1218
-
142
Item No. 2
-
-
-
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete
as per IS-1239/2004.
-
-
-
80mm dia G.I pipe medium class
30
-
551
Item No. 3
-
-
-
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
65mm dia CIDF Sluice valve
20
-
4966
80mm dia CIDF Sluice valve
6
-
5132
100mm dia CIDF Sluice valve
4
-
6835
150mm dia CIDF Sluice valve
2
-
10251
Item No. 4
-
-
-
Providing and supplying PVC/C.I/G.I. Specials.
1
-
90786
( 10% of pipes cost)
-
-
-
Item No. 5
-
-
-
Excavation for foundation / Pipe Trenches in all types Of Strata including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50.
2501.11
-
484.85
Item No.6
-
-
-
Lowerig and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.)
-
-
-
160mm dia pvc 4 kg/cm2
300
-
46
140mm dia pvc 4 kg/cm2
450
-
41
110mm dia pvc 4 kg/cm2
600
-
35
90mm dia pvc 4 kg/cm2
900
-
31
75mm dia pvc 4 kg/cm2
1218
-
25
Item No. 7
-
-
-
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
-
-
-
80mm dia G.I pipe medium class
30
-
118
Item No. 8
-
-
-
Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.
-
-
-
160mm dia pvc 4 kg/cm2
0.3
-
4961
140mm dia pvc 4 kg/cm2
0.45
-
4961
110mm dia pvc 4 kg/cm2
0.6
-
3721
90mm dia pvc 4 kg/cm2
0.9
-
3721
75mm dia pvc 4 kg/cm2
1.22
-
2481
Item No. 9
-
-
-
Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rates under this item shall also include cost of retesting.
-
-
-
80mm dia G.I pipe medium class
0.03
-
12403
Item No. 10
-
-
-
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
-
-
-
65mm dia CIDF Sluice valve
20
-
1251
80mm dia CIDF Sluice valve
6
-
1738
100mm dia CIDF Sluice valve
4
-
2272
150mm dia CIDF Sluice valve
2
-
3570
Item No. 11
-
-
-
Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion in all types of strata and fixing in murum packing etc. complete.
-
-
-
100 MM X 225 MM (20 KG/ NO)
26
-
1544
225 MM X 300 MM (40 KG/ NO)
6
-
3043
Item No. 12
-
-
-
Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
2256.11
-
84
Item No. 13
-
-
-
Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
215.25
-
6614.32
Trial Run For Three Months
-
-
-
Item No. 1
-
-
-
Commissioning running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator valveman, etc as per requirements of the scheme and who should also administer chemical dose for a period of 1 year together with training of personnel spared by MJP / local body and handing over the scheme to local body after completion of the above period as directed by Engineer-in-charge.
-
-
-
For Single Village
3
-
26244
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