Directorate Of Municipal Administration Tender
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Directorate Of Municipal Administration - DMA Tender
Civil And Construction
Eprocure
Opening Date16 Jun 2022
Closing Date29 Jun 2022
Tender Amount₹ 41,24,20,980
Costs
EMD
₹ 20,63,000Document Cost
₹ 28,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_DMA_808666_1Bid Award Id
ViewTender No
2022/waterTender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://DirectorateofMunicipalAdministration
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Documents
BOQ Items
A) Lift 3.0 to 4.5 (382.160 to 380.66)
43.84
-
1062
B) LLift 4.5 to 6.0 (380.66 to 380.25)
10.83
-
1080
Subwork No. 2A Item No 3:-Providing and laying in situ following grades of Cement concrete of trap/granite/quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compaction,curing, finishing and etc, complete.
PCC M 150
Lift 5 to 10 (Bottom RL 380.25)
2.39
-
6622.44
Subwork No. 2A 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 M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) Bottom Raft in RCC M 300
In RCC M-300 BASE SLAB (Top RL 380.80)
Lift 5 to 10 m
6.23
-
8595.84
Subwork No. 2A Item No 5:-Providing and casting in situ Cement Concrete 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, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided 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) (excluding M.S, or Tor reinforcement) RCC M-300 for slab/landing/Vertical Wall/Waist Slabs/Steps for staircase Lift 0 to 5 m
24.08
-
9650.04
Subwork No. 2A Item No 6:-Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings 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 0.0 to 5 m (@62KG PER CUM)
1.93
-
84527
Subwork No. 2A 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.
153.97
-
84
Subwork No. 2A Item No 8:-Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge. Dia - 550 mm
Length - 1.2 m
800
-
100
Subwork No. 2A Item No 9:-Providing and fixing M.S. sluice gates in position as per detailed drawings and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
800
-
119
Subwork No. 2A Item No 10:-Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.@0.30m c/c
24
-
387
Subwork No. 2A Item No 11:-Providing and hoisting and fixing in position C.I. manhole,frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of amticorrosive paint etc 90 x 60 cm size and weight 35 kg.
2
-
2898
Subwork No. 2A Item No 12:-Providing, hoisting and fixing in position inverted ‘J’ type 100 mm dia. C.I. cowl type ventilators with mosquitoproof aluminium mesh at top including No applying 2 coats of anti-corrosive paint, etc.complete as directed by Engineer-in-charge, weighing not less than 35 kg
2
-
2352
Subwork No. 2A Item No 13:-Penstcok Arrangement for operation of Valves
2
-
3000
Subwork No. 2A Item No 14:-Dewatering charges for head works in river basin or dam 1) The Contractor at his request may be allowed to start construc-tion of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed.2) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well/ gallery. Out of 75% excavation, break-up shall be as under: 25% for last 1 M depth.20% for 2 M depth which just above last 1 Mdepth. 15% for 2 M depth which just above last 3 M depth. 15% for the rest of depth from water table level.
1
-
81798
Subwork No. 2A Item No 15:-Design and Approval Design of intakewell is approved from third party and department including providing 4 copies design and drawing etc complete.
1
-
8975
Subwork No. 2B -Connecting Pipe ( 600 mm DI K-7, Length = 30.0 m )
Subwork No. 2B Item No 1:-Excavation in general in soft material comprising of soft soil, soft murum, sand, Hard murum with boulders 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 1.5m and lead of 150m including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-in-Charge, etc. complete excluding refilling. For Head Works on river or dam submergence.
Lift 0.00 to 1.50m
164.47
-
464
Subwork No. 2B 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 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on river or dam submergence Lift 1.50 to 3.00m
48.78
-
1044
A) Lift 3.0 to 4.5
48.22
-
1072
B) Lift 4.5 to 6.0
9.54
-
1100
Subwork No. 2B Item No 3:-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
5.85
-
84
Subwork No. 2B Item No 4:-Providing D.I. pipes (push on joints pressure pipes of D. l. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (R.ubber gasket of EPDM Quality ) excludinq GST levied by GOi & GOM in including Third party inspection chaiges of Tp Agency approved by MJP including Transit insutrance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store. unloading, stacking etc. completed as directed by Engineer in charges (IS:8329-2000 Latest Version)
600 mm Dia D.I. K-7
30
-
9765
Subwork No. 2B Item No 5:-Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade ard alignment as directed by Engineer-in-charge including conveyance of material frorn stcrres to site ofwork, including cost ofjointing materials and rubber rings labour etc. ccmplete. Note : OnIy SBR Rubber gaskets to be used as per IS-5382 and IS-12820. without rubber rings
600 mm Dia D.I. K-7
30
-
365
Subwork No. 2B Item No 6:-Dewatering charges for head works in river basin or dam 1) The Contractor at his request may be allowed to start construc-tion of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed.2) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well/ gallery. Out of 75% excavation, break-up shall be as under: 25% for last 1 M depth.20% for 2 M depth which just above last 1 Mdepth. 15% for 2 M depth which just above last 3 M depth. 15% for the rest of depth from water table level.
Intake well 3.0m dia For Connecting Main
30
-
5000
Subwork No. 2B 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
256.69
-
84
Subwork No. 2B Item No 8:-Providing M.S. bar mesh prepared out of 16 mm dia M.S. bar at 15 cm. c/c both ways, welded to flanged ring includingtack welding of bars and fixing the same with nuts and bolts on open faces of outlet/inlet pipes in the sump or reseruoir, etc. complete as directed by Engineer-in-charge
2
-
1921
Subwork No. 2C- Jack well with Overhead Pump House (8.0 m dia. & Ht - 19.8 m )
Subwork No. 2C Item No 1:-Excavation in general in soft material comprising of soft soil, soft murum, sand, Hard murum with boulders 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 1.5m and lead of 150m including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-in-Charge, etc. complete excluding refilling. Rate as per rate analysis . a) For Head Works on river or dam submergence for initial lift of 0 to 1.5 M
Lift 0 to 1.5 (387.120 to 385.620)
403
-
464
Subwork No. 2C 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 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on river or dam submergence Lift 1.50 to 3.00 m (385.620 to 384.120)
282.6
-
1044
A) Lift 3.00 to 4.50 m ( 384.120 to 382.620)
271.76
-
1072
B) Lift 4.50 to 6.00 m ( 382.620 to 381.120)
261.14
-
1100
C) Lift 6.0 to 7.5 m (381.120 to 379.620)
250.72
-
1128
D) Lift 7.5 to 9.0 m (379.620 to 378.120)
240.52
-
1156
Subwork No. 2C Item No 3:-Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
PCC M-150 Lift 5 to 10 m
17.24
-
6622.44
Subwork No. 2C 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 M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) Bottom Raft M in RCC M 300
Lift 5 to 10 m
49.19
-
8595.84
Subwork No. 2C Item No 5:-Providing and casting in situ Cement Concrete 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, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided 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) (excluding M.S, or Tor reinforcement) RCC M-300 Grade all types of columns Lift 5 to 10 m
1.25
-
10054.44
A) Lift 10 to 15 m
5.28
-
10931.84
Subwork No. 2C Item No 6:-Providing and casting in situ Cement Concrete 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, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided 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) (excluding M.S, or Tor reinforcement) RCC M-300 grade Beams/Breaces/Lintels Lift 5 to 10 m
14.94
-
9889.44
A) Lift 10 to 15 m
19.12
-
10751.84
Subwork No. 2C Item No 7:-Providing and casting in situ Cement Concrete 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, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided 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) (excluding M.S, or Tor reinforcement) RCC M-300 for slab/landing/Vertical Wall/Waist Slabs/Steps for staircase RCC Vertical Wall M - 30 Lift 0.0 - 5.0 m
105.5
-
9650.04
A) Lift 5.0 - 10.0m
97.18
-
10574.74
B) Lift 10.0 - 15.0m
3.8
-
11499.44
RCC Slab M-30
A) Lift 5.0 to 10.0 m
16.37
-
10574.74
B) Lift 10.0 to 15.0 m
9.97
-
11499.44
Subwork No. 2C Item No 8:-Providing and casting in situ C.C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering,centering,form work,bally,steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided 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 .) (Excluding M.S. or Tor reinforcement) For RCC M-300 grade Chajjas / Parapets / Curtain Walls / Partition Walls / Pardies RCC Landing In Side of the Jack well for ms ladder M - 300 Lift 0.0 - 5.0 m
1.33
-
9621.04
A) Lift 5.0 - 10.0m
0.58
-
10542.84
B) Lift 10.0 - 15.0m
1.51
-
11464.64
Subwork No. 2C Item No 9:-Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footings, foundation, slabs, beams, columns, canopies, staircases. Newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings 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 0.0 to 5.0m Above & Below GL
8.55
-
84527
A) Lift 5.0 to 10.0m Above and Below GL
14.36
-
88753.35
B) Lift 10.0 - 15.0 m Above GL
3.05
-
92979.7
Subwork No. 2C Item No 10:-Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete.
For Girder, ISMB 300x240 mm 4 No x 10.30 m @ 56.2 kg/m
3.82
-
74618
Subwork No. 2C Item No 11:-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.
1311.43
-
84
Subwork No. 2C Item No 12:-Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in super structure including striking joints, racking out joints watering and scaffolding complete. Lift 0 to 3 m
10.81
-
7812.46
A) Lift 3 to 6 m
13.78
-
7888.16
Subwork No. 2C Item No 13:-Providing internal cement plaster 12 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete or brick surface in all positions including scaffolding and curing complete.
210.45
-
285.37
Subwork No. 2C Item No 14:-Providing internal cement plaster 20 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete or brick surface in all positions including scaffolding and curing complete.
249.35
-
394.18
Subwork No. 2C Item No 15:-Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.
66.48
-
1254.27
Subwork No. 2C Item No 16:-Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear)
13.5
-
4730
Subwork No. 2C Item No 17:-Providing and fixing mild steel grill work for windows / ventilators of 20 Kg/ Sqm as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting etc. complete.
18
-
1845
Subwork No. 2C Item No 18:-Providing and fixing in position Mild steel fixed staggered ( Z Type ) Ventilator as per detailed drawing with hot deep zink coating including fabricating with Mild steel 'Z 'Section of size 20mm x 25 mm and 3 mm thick at weight 1.42 Kg/Rmt,with stainless steel mosquito net of 304 Grade,4 mm thick float glass ?as directed by Engineer In charge including necessary welding, grinding, two coats of oil paint etc.complete
9
-
3675
Subwork No. 2C Item No 19:-Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box.
18
-
5606
Subwork No. 2C Item No 20:-Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
708.49
-
240
Subwork No. 2C Item No 21:-Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm 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. For RCC Gallery
35.17
-
916
Subwork No. 2C Item No 22:-Providing and fixing in position C.I. /M.S. rose pieces in Jack well including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge. Dia - 600 mm
Length - 1.2 m
1200
-
100
Subwork No. 2C Item No 23:-Providing and fixing M.S. sluice gates in position as per detailed drawings and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge.
1200
-
119
Subwork No. 2C Item No 24:-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.
20
-
1493
Subwork No. 2C Item No 25:-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
8
-
5111
Subwork No. 2C Item No 26:-Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.@0.30m c/c
64
-
387
Subwork No. 2C Item No 28:-Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes.
1
-
13543
A) Rebate / Extra rate per metre length or part thereof over and above initial length of 10M
25
-
379
Subwork No. 2C Item No 29:-Providing and hoisting and fixing in position C.I. manhole,frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anticorrosive paint etc 90*60cm
1
-
2898
Subwork No. 2C Item No 30:-Providing, hoisting and fixing in position inverted ‘J’ type 100 mm dia. C.I. cowl type ventilators with mosquitoproof aluminium mesh at top including No applying 2 coats of anti-corrosive paint, etc.complete as directed by Engineer-in-charge, weighing not less than 35 kg
6
-
2352
Subwork No. 2C Item No 31:-Providing and laying polished hand cut Kotah Stone flooring 25mm to 30mm thick and 45cm to 55cm wide in plain/diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete.
50.27
-
1169.67
Subwork No. 2C Item No 32:-Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.
3.77
-
1297.67
Subwork No. 2C Item No 33:-Penstcok Arrangement for operation of Valves
3
-
5000
Subwork No. 2C Item No 34:-Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B. C. soil (in gunny bags if required). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engneer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. For entire Headwork components
2875
-
682
Subwork No. 2C Item No 35:-Dewatering charges for head works in river basin or dam 1) The Contractor at his request may be allowed to start construc-tion of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed.2) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well/ gallery. Out of 75% excavation, break-up shall be as under: 25% for last 1 M depth.20% for 2 M depth which just above last 1 Mdepth. 15% for 2 M depth which just above last 3 M depth. 15% for the rest of depth from water table level.
1.78
-
249579
Subwork No. 2C Item No 35:-Design and Approval Design of intakewell is approved from third party and department including providing 4 copies design and drawing etc complete.
1
-
110814
Subwork No. 2D -Approach Bridge (Length=45m) & Meter Room (4 m X 4 m) & Transfer area (8 m x 8 m)
Subwork No. 2D Item No 1:-Excavation in general in soft material comprising of soft soil, soft murum, sand, Hard murum with boulders 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 1.5m and lead of 150m including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-in-Charge, etc. complete excluding refilling. Rate as per rate analysis . For Head Works on river or dam submergence for initial lift of 0 to 1.5 M
Lift 0 to1.5 m
286.89
-
464
Subwork No. 2D 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 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on river or dam submergence Lift 1.50 to 3.00 m
95.63
-
1044
Subwork No. 2D Item No 3:-Providing and laying in situ following grades of Cement concrete of trap/granite/quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compaction,curing, finishing and etc, complete. Lift 0.0 to 5 m PCC M 150
28.69
-
6622.44
Subwork No. 2D 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,bally,steel propups 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.) (Excluding M.S. or Tor reinforcement)
RCC M-300 for foundation
Lift 0.0 to 5 m
72.47
-
7851.04
Subwork No. 2D Item No 5:-Providing and casting in situ Cement Concrete 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,form work,bally,steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughning if special finish is to be provided 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 ) (Excluding M.S. or Tor reinforcement)
RCC M300 for columns
Lift 0 to 5 m
8.98
-
9177.04
A) Lift 5 to 10.0 m
8.56
-
10054.44
Subwork No. 2D Item No 6:-Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, ,centering, form work,bally,steel propups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided 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.)(Excluding M.S. or Tor reinforcement)
For RCC M-300 grade Beams/Braces/Lintels
Lift 0 to 5 m
24
-
9027.04
A) Lift 5 to 10.0 m
7.45
-
9889.44
Subwork No. 2D Item No 7:-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, form work,bally,steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C.C., 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 Lift 0 to 5 m
112.27
-
9650.04
A) Lift 5 to 10 m
94.03
-
10574.74
B) Lift 10 to 15 m
12.8
-
11499.44
Subwork No. 2D Item No 8:-Providing and casting in situ C.C. of trap/granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering,centering,form work,bally,steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided 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 .) (Excluding M.S. or Tor reinforcement) For RCC M-300 grade Chajjas / Parapets / Curtain Walls / Partition Walls / Pardies Lift 5 to 10 m above GL for chajjas
0.93
-
10542.84
Subwork No. 2D Item No 9:-Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings 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) Lift 0 to 5 m above GL
17.42
-
84527
A) Lift 5 to 10 m above GL
8.88
-
88753.35
B) Lift 10 to 15 m above GL
1.02
-
92979.7
Subwork No. 2D Item No 10:-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.
261.88
-
84
Subwork No. 2D Item No 11:-Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
19.31
-
7812.46
Subwork No. 2D Item No 12:-Providing internal cement plaster 12 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete or brick surface in all positions including scaffolding and curing complete.
270.64
-
285.37
Subwork No. 2D Item No 13:-Providing internal cement plaster 20 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete or brick surface in all positions including scaffolding and curing complete.
219.42
-
394.18
Subwork No. 2D Item No 14:-Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.
85.33
-
1254.27
Subwork No. 2D Item No 15:-Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear)
10.73
-
4730
Subwork No. 2D Item No 16:-Providing and fixing mild steel grill work for windows / ventilators of 20 Kg/ Sqm as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting etc. complete.
10.08
-
1845
Subwork No. 2D Item No 17:-Providing and fixing in position Mild steel fixed staggered ( Z Type ) Ventilator as per detailed drawing with hot deep zink coating including fabricating with Mild steel 'Z 'Section of size 20mm x 25 mm and 3 mm thick at weight 1.42 Kg/Rmt,with stainless steel mosquito net of 304 Grade,4 mm thick float glass ?as directed by Engineer In charge including necessary welding, grinding, two coats of oil paint etc.complete
3.78
-
3675
Subwork No. 2D Item No 18:-Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box.
10.08
-
5606
Subwork No. 2D Item No 19:-Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
490.06
-
240
Subwork No. 2D Item No 20:-Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm 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.
120
-
916
Subwork No. 2D Item No 21:-Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes. For Tape of 10M length
1
-
13543
A) Rebate / Extra rate per metre length or part thereof over and above initial length of 10M
25
-
379
Subwork No. 2D Item No 22:-Providing expansion joints in R.C.C. framed structure (at floor level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as required, bitumen poured filler and fixing T.W. battens on rear faces etc. complete as directed.
2.03
-
4586
Subwork No. 2D Item No 23:-Providing and laying polished hand cut Kotah Stone flooring 25mm to 30mm thick and 45cm to 55cm wide in plain/diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete.
74.59
-
1169.67
Subwork No. 2D Item No 24:-Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.
1.73
-
1297.67
Subwork No. 2D Item No 25:-Providing and fixing M.S. gate 2.50 M wide for compound with 40 mm dia G.I. pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete.
1
-
31862
Subwork No. 2D Item No 26:-Dewatering charges for head works in river basin or dam 1) The Contractor at his request may be allowed to start construc-tion of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed.2) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well/ gallery. Out of 75% excavation, break-up shall be as under: 25% for last 1 M depth.20% for 2 M depth which just above last 1 Mdepth. 15% for 2 M depth which just above last 3 M depth. 15% for the rest of depth from water table level.
45
-
834
Subwork No. 2D Item No 27:-Design and Approval Design of intakewell is approved from third party and department including providing 4 copies design and drawing etc complete.
1
-
112359.63
Subwork No. 2E- Approach Bund ( L=50 m)
Subwork No. 2E Item No 1:-Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etc. complete
(Material obtained from departmental Land)
553.61
-
476.08
Subwork No. 2E Item No 2:-Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete.
226.84
-
479.94
Subwork No. 2E Item No 3:-Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material
33.75
-
2291.31
Subwork No. 2E Item No 4:-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting ?with Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate)
33.75
-
2544.67
Subwork No. 2E Item No 5:-Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means
225
-
27.09
Subwork No. 2E Item No 6:-Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
225
-
268.68
Subwork No. 2E Item No 7:-Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular
surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates)
225
-
14.5
Subwork No. 2E Item No 8:-BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
9
-
8913.83
Subwork No. 2F - Approach Road (Length = 2.5 Km)
Subwork No. 2F Item No 1:-Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
2625
-
104
Subwork No. 2F Item No 2:-Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etc. complete
(Material obtained from departmental Land)
2625
-
476.08
Subwork No. 2F Item No 3:-Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material
1312.5
-
2291.31
Subwork No. 2F Item No 4:-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting ?with Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate)
1312.5
-
2544.67
Subwork No. 2F Item No 5:-Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
8750
-
27.09
Subwork No. 2F Item No 6:-Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
8750
-
268.68
Subwork No. 2F Item No 7:-Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates)
8750
-
14.5
Subwork No. 2F Item No 8:-Open Graded Premix Surfacing-Providing and Laying OGC 20 mm thickness composed of 13.2mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS, laid over a previously prepared surface,finished to the required grade, level, alignment and rolling to achieve the desired compaction but excluding prime/tack andSealcoat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA,Paver and Vibratory roller (OverMPMSurface)(VG 30 bulk bitumen rates are considered to arrive at rates)
8750
-
142
Subwork No. 2F Item No 9:-Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface,heating and applying bitumen @ 0.98KgSqm.by mechanical means, spreading chips and rolling,by static roller having weight 8 to10MT.etc.complete.(VG-30 bulk bitumen rates are considered to arrive at rates)
8750
-
64
Subwork No. 3 - Raw Water Rising Main( 400mm dia DI K-9, L=8060m )
Subwork No. 3 Item No 1:-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 includingTransit insurance, Railway Freight unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading ,stacking etc. completed as directed by Engineer in charge(IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.
400 mm dia. DI K-9
8060
-
6423
Subwork No. 3 Item No 2:-Providing & Supplying ISI Standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with Cast iron follower gland & M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. Pipes including cost of labour, materials and transportation to stores , loading and unloading excluding GST levied by GOI and GOM in all respect etc.complete as per IS- 9523.
350 mm & above
19180
-
135
Subwork No. 3 Item No 3:-Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete.
MJ Collar/Coupling 400 mm dia
16
-
15984
Subwork No. 3 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.400 mm diameter sluice valve- P.N. 1 Without Bypass
2
-
70635
A) 200 mm diameter (scour valve)-P.N. 1 Without Bypass
2
-
17751
B) Isolating sluice valve for tamper proof air valve- 80 mm dia P.N. 1 Without Bypass
16
-
5132
Subwork No. 3 Item No 5:- Providing and supplying at site ductile iron/ Spheroidal Graphite ( S.G.) iron single/ Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated,with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr.500/7 or Gr.400/15 floats,float guide,seat ring of stainless steel 1.4436/1.4306,seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water ), internal fasteners of stainless steel A2.Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min.250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845.including transportation charges excluding GST levied by GOI &GOM in all respect etc.complete. (For PN 10 & 16) 80mm Dia.P-N 1.0
16
-
25438
Subwork No. 3 Item No 6:-Excavation for foundation / pipe trenches in earth, soil of all types, sand,gravel and soft murum, hard murum, and hard murum boulder, soft rock and old cement and lime masonary foundation asphalt road, hard rock and concrete road by Chiselling, wedging, lime drilling by mechanical mans or by all means other than blasting including trimming and levelling the bed removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-Charge, normal dewatering, excluding backfilling, etc. complete by all means.
13191.75
-
329.47
Subwork No. 3 Item No 7:-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
1319.18
-
84
Subwork No. 3 Item No 8:-Lowering laying and jointing with SBR ruber gaskets C.I. S/S 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, etc. complete. Note : Only SBR. Rubber gasket to be used as per IS- 5382 and IS -12820 C.I.'L.A.' Class / Mortar inlined DI K-9/K-7 400 MM Dia. Without rubber rings
8060
-
241
Subwork No. 3 Item No 9:-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.
400 MM Dia. Without rubber rings
8.06
-
26699
Subwork No. 3 Item No 10:-Lowering, laying, 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
(Rates for all class of valves)
400 mm diameter sluice valve- P.N. 1 Without Bypass
2
-
7462
A) 200 mm diameter (scour valve)-P.N. 1 Without Bypass
2
-
3714
B) Isolating sluice valve for tamper proof air valve- 80mm dia P.N. 1 Without Bypass
16
-
1738
Subwork No. 3 Item No 11:-Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.M. As above of 1.2 x 1.2 M internal size and depth upto 1.5 M with precast R.C.C slab cover.
2
-
24758
A) As above of 0.9 x 0.9 M internal size and depth upto 1.2 M with precast R.C.C slab cover.
2
-
18948
Subwork No. 3 Item No 12:-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.
10825.36
-
84
Subwork No. 3 Item No 13:-Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) For pipe encasing at chainage km from source to WTP
Chairs for canal crossing
34.37
-
6058.44
Subwork No. 3 Item No 14:-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 M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)
(RCC M-200)
12.78
-
7056.04
Subwork No. 3 Item No 15:-Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided 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.) (Excluding M.S. or Tor reinforcement)
For Columns (RCC M-200)
4.26
-
8417.04
Subwork No. 3 Item No 16:-Providing steel bar reinforcement for pipe encasing, thrust block, pile foundation, pile cap, and pedestal as per IS: 1786 High Yield Strength Deformed Bars etc. complete.as per specifications etc complete as directed by Engineer-In- Charge.
1.36
-
84527
Subwork No. 3 Item No 17:-Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates, etc. as per detailed design and drawing or as directed by Engineer-incharge including cutting, fabricating, hoisting, erecting and fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd-C-8/278)
1.4
-
95325
Subwork No. 3 Item No 18:-Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm 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 joints wherever required and fixing of air valve tee etc. complete ,as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) Foundation on murrum and hard strata 200 to 300 mm dia pipeline
16
-
6535
Subwork No. 3 Item No 20:-RATES FOR ROAD AND RAILWAY CROSSING BY PUSH THROUGH METHOD
Pushing of M.S. pipe of following dia for road crossing and Railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter, below 3.0 m depth including lowering, laying, jointing of M.S.casing pipe including cost of all labour, fuel and material,required welding machinery,tripod, chain pulley block,crane , blower etc.,transportation and Dewatering etc.complete as directed by Engineer-in-charge but excluding cost of M.S. Pipes.
18
-
25609.14
Subwork No. 3 Item No 21:-Manufacturing, providing and supplying-spirally welded / ERWSAW / fabricated M. S. pipes (Commercial Quality) incIuding procurements of plates. gas cutiing to requried size rolling. tack welding assernblihg in suitable lengths to form Pipes,Welding on automatic welding machine and forming 'V' e-dge on both ends of pipes including railway freight, insurance, unloading from railway wagon. loading into truck, transport to stores, unloading, stacking excluding GST levied by-GOl & GOM In all respect, etc, complete as per IS - 3589 and IS-5504 ai applicable as per specifications
(No negative tolerance in thickness is permissible).
800 mm (I. D.) 8 mm thk
18
-
14266
Subwork No. 4 -Water Treatment Plant (Conventional - 2.5 MLD) Subwork No. 4 Item No 1:-Designing (aesthetically), providing,constructing and commissioning Conventional Water Treatment Plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by Engineerin-charge (turn-key job).
Conventional WTP of capacity 2.5 MLD
For Detail Specification Refer Volume II
1
-
13138296.68
Subwork No. 5 -Recirculation Sump and Pump House
Subwork No. 5 Item No 1:-Excavation for foundation / pipe trenches in earth, soil of all types, sand,gravel and soft murum, hard murum, and hard murum boulder, soft rock and old cement and lime masonary foundation asphalt road, hard rock and concrete road by Chiselling, wedging, lime drilling by mechanical mans or by all means other than blasting including trimming and levelling the bed removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-Charge, normal dewatering, excluding backfilling, etc. complete by all means.
753.9
-
300.81
Subwork No. 5 Item No 2:-Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / Cubic Meter)
9.13
-
6179.61
Subwork No. 5 Item No 3:-Providing and laying in situ cement concrete M-30 of trap / granite / quartzite / gneiss metal for Reinforced Cement Concrete work in foundation like raft, grillage, strip foundation and footings of Reinforced Cement Concrete columns and steel stanchion including bailing out water, formwork, compaction and finishing, curing etc. complete. (Excluding steel reinforcement and Structural steel) Spec. No. Bd.F.3 Page No.298
14.06
-
8008.06
Subwork No. 5 Item No 4:-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, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M 250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M.S. or Tor reinforcement. RCC M-300 For Slabs / Landings / Vertical Walls / Waist Slabs/ Steps for Staircase
41.67
-
9843.04
Subwork No. 5 Item No 5:-Providing and casting in situ Cement Concrete 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, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided 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) (excluding M.S, or Tor reinforcement) RCC M-200 Grade all types of columns
1.38
-
8585.38
Subwork No. 5 Item No 6:-Providing and casting in situ Cement Concrete 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, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided 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) (excluding M.S, or Tor reinforcement) RCC M-200 grade Beams/Breaces/Lintels
2.02
-
8453.8
Subwork No. 5 Item No 7:-Providing and casting in situ C.C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work,bally,steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided 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 .) (Excluding M.S. or Tor reinforcement) For RCC M-200 grade Chajjas / Parapets / Curtain Walls / Partition Walls / Pardies
0.48
-
9009.7
Subwork No. 5 Item No 8 :-Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footings, foundation, slabs, beams, columns, canopies, staircases. Newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings 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
4.77
-
84527
Subwork No. 5 Item No 9 :-Providing and fixing mild steel grill work for windows / ventilators of 20 Kg/ Sqm as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting etc. complete.
34.6
-
1895
Subwork No. 5 Item No 10:-Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete.
3.03
-
74618
Subwork No. 5 Item No 11:-Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in super structure including striking joints, racking out joints watering and scaffolding complete.
7.3
-
8124.96
Subwork No. 5 Item No 12:-Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete
0.04
-
190490.56
Subwork No. 5 Item No 13:-Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete BD-T-11 and 12
Page No. 482-83
2.52
-
9081.28
Subwork No. 5 Item No 14:-Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box.
4.32
-
5830.24
Subwork No. 5 Item No 15:-Providing internal cement plaster 12 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete or brick surface in all positions including scaffolding and curing complete.
44.52
-
296.78
Subwork No. 5 Item No 16:-Providing internal cement plaster 20 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete or brick surface in all positions including scaffolding and curing complete.
43.76
-
409.95
Subwork No. 5 Item No 17:-Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
88.28
-
249.6
Subwork No. 5 Item No 18:-Providing and laying polished hand cut Kotah Stone flooring 25mm to 30mm thick and 45cm to 55cm wide in plain/diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete.
7.5
-
1216.46
Subwork No. 5 Item No 19:-Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.
0.45
-
1349.58
Subwork No. 5 Item No 20:-Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.
11.97
-
1304.44
Subwork No. 5 Item No 21:-Providing and hoisting and fixing in position C.I. manhole,frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anticorrosive paint etc 90*60cm
1
-
2955.96
Subwork No. 5 Item No 22:-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.
6.75
-
1522.86
Subwork No. 5 Item No 23:-Structural Design and drawing for approach bridge including 3rd party and departmental approved and providing 4 copies design and drawing etc complete.
1
-
19183.22
Subwork No. 6-Inlet for Recirculation Sump (350 mm dia DI K-7, L=100 m), Rising Main for Recirculation Sump (100mm dia DI K-9, L=100m)
Subwork No. 6A- Inlet for Recirculation Sump (350 mm dia DI K-7, L=100 m)
Subwork No. 6A Item No 1:-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 includingTransit insurance, Railway Freight unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading ,stacking etc. completed as directed by Engineer in charge(IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets. 350 mm dia. DI K-7
100
-
4465
Subwork No. 6A Item No 2:-Providing & Supplying ISI Standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with Cast iron follower gland & M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. Pipes including cost of labour, materials and transportation to stores , loading and unloading excluding GST levied by GOI and GOM in all respect etc.complete as per IS- 9523.
350 mm & above
335
-
135
Subwork No. 6A Item No 3:-Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete.
MJ Collar/Coupling 350 mm dia
2
-
12775
Subwork No. 6A Item No 4:-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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Lift 0 to 1.5m
135
-
165
Subwork No. 6A Item No 5:-Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M 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 backfilling, etc. complete. (Bd-A-3/259) Lift 3.0 to 4.5 m
135
-
242
Subwork No. 6A Item No 6:-Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.(Bd-A-6/259) Lift 4.5 to 6.0 m
45
-
1201.2
Subwork No. 6A Item No 7:-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
13.5
-
85.68
Subwork No. 6A Item No 8:-Lowering laying and jointing with SBR ruber gaskets C.I. S/S 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, etc. complete. Note : Only SBR. Rubber gasket to be used as per IS- 5382 and IS -12820 C.I.'L.A.' Class / Mortar inlined DI K-9/K-7 500 MM Dia. Without rubber rings
100
-
164.22
Subwork No. 6A Item No 9:-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.
400 MM Dia. Without rubber rings
0.1
-
22672.56
Subwork No. 6A Item No 10:-Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 1.5 x 1.5 M internal size and depth upto 2.5 M with precast R.C.C slab cover.
1
-
39304.68
Subwork No. 6A Item No 11:-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.
284.75
-
85.68
Subwork No. 6A Item No 12:-Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / Cubic Meter) For pipe encasing at chainage
7.14
-
6179.61
Subwork No. 6A Item No 13:-Providing and fixing M.S. sluice gates in position as per detailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti conosive paint, etc. complete as directed by Engineer-in-charge.
98.14
-
121.38
Subwork No. 6B- Rising Main for Recirculation Sump (100mm dia DI K-9, L=100m)
Subwork No. 6B Item No 1:-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 includingTransit insurance, Railway Freight unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading ,stacking etc. completed as directed by Engineer in charge(IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.100 mm dia. DI K-9 for Recirculation Sump
100
-
1455
Subwork No. 6B Item No 2:-Providing & Supplying ISI Standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with Cast iron follower gland & M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. Pipes including cost of labour, materials and transportation to stores , loading and unloading excluding GST levied by GOI and GOM in all respect etc.complete as per IS- 9523.
80 mm to 300 mm
70
-
111
Subwork No. 6B Item No 3:-Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete.
MJ Collar/Coupling 100 mm dia
2
-
2407
Subwork No. 6B 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.100mm dia P.N. 1.0 Without Bypass
2
-
6835
Subwork No. 6B Item No 5:-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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)
86.25
-
165
Subwork No. 6B Item No 6:-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
11.25
-
85.68
Subwork No. 6B Item No 7:-Lowering laying and jointing with SBR ruber gaskets C.I. S/S 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, etc. complete. 150 MM Dia. Without rubber rings
100
-
65.28
Subwork No. 6B Item No 8:-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.
150 mm dia. DI K-9 for Recirculation Sump
0.1
-
7296.06
Subwork No. 6B Item No 9:-Lowering, laying, 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 (Rates for all class of valves)
150mm dia P.N. 1.0 Without Bypass
2
-
2317.44
Subwork No. 6B Item No 10:-Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.As above of 0.9 x 0.9 M internal size and depth upto 1.2 M with precast R.C.C slab cover.
1
-
12555.18
Subwork No. 6B Item No 11:-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.
70.24
-
85.68
Subwork No. 6B Item No 12:-Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / Cubic Meter) For pipe encasing at chainage
5.55
-
6179.61
Subwork No. 7- Ground Service Reservoir (GSR Cap 13.94 LL)
Subwork No. 7 Item No 1:-Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M- 300 mix. of required capacity including
excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of D.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder outside, Stainless Steel Ladder in container, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves,
Prop Dutta Bardi GSR, Cap 13.94 LL
1
-
7715629.43
Subwork No. 7 Item No 2:-Providing and supplying ISI standard Welded D.I. double flanged pipes excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores , unloading , stacking,etc. complete as directed by Engneer-in-charge.( for 2.75 m bare pipe) A) 150 mm
10
-
3179
B) 300 mm
55
-
6948
C) 400 mm
16
-
10954
Subwork No. 7 Item No 3:-Providing & Supplying ISI Standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with Cast iron follower gland & M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. Pipes including coat of labour, materials and transportation to stores, loading and unloading excluding GST levied by GOI &GOM in all respct etc. complete as per IS -9523.
D/F Specials 80 to 300 mm dia
540
-
111
Subwork No. 7 Item No 4:-Providing double flange sluice valves 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 respct etc. complete. A) 150 mm
2
-
10251
B) 300 mm
3
-
36471
C) 400 mm
1
-
70635
Subwork No. 8- Utility Room ( 4m x 5m ) For Prop Dutta Bardi GSR
Subwork No. 8 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)
Lift 0 to 1.5
12.84
-
153
Subwork No. 8 Item No 2:-Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M 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 backfilling, etc. complete. (Bd-A-3/259) Lift 1.5 to 3.0 m
6.72
-
210.12
Subwork No. 8 Item No 3:-Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete.
1.64
-
1345.5
Subwork No. 8 Item No 4:-Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)
4.05
-
6179.61
Subwork No. 8 Item No 5:-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,bally,steel propups 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.) (Excluding M.S. or Tor reinforcement)
RCC M-250
0.86
-
7761.22
Subwork No. 8 Item No 6:-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, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M 250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M.S. or Tor reinforcement. RCC M-250 For Slabs / Landings / Vertical Walls / Waist Slabs/ Steps for Staircase
4.34
-
9600.28
Subwork No. 8 Item No 7:-Providing and casting in situ Cement Concrete 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, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided 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) (excluding M.S, or Tor reinforcement) RCC M-250 grade Beams/Breaces/Lintels
4.65
-
8979.1
Subwork No. 8 Item No 8:-Providing and casting in situ Cement Concrete 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, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided 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) (excluding M.S, or Tor reinforcement) RCC M-250 Grade all types of columns
1.76
-
9131.08
Subwork No. 8 Item No 9:-Providing and casting in situ C.C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work,bally,steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided 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 .) (Excluding M.S. or Tor reinforcement) For RCC M-250 grade Chajjas / Parapets / Curtain Walls / Partition Walls / Pardies
0.3
-
9608.44
Subwork No. 8 Item No 10:-Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings 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
0.92
-
84527
Subwork No. 8 Item No 11:-Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. complete.
6.05
-
7888.88
Subwork No. 8 Item No 12:-Providing second class Burnt Brick masonry with conventiona l/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. complete
13.04
-
8124.96
Subwork No. 8 Item No 13:-Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear)
4.8
-
4919.2
Subwork No. 8 Item No 14:-Providing and fixing 50 mm x 50 mm Mild Steel square pipe framed steel windows of various sizes as per details with welded square bars 12 mm at 10 cm center to center without hot dip zinc coating without / with ventilator including fabrication, glazing with plain / obscured glass panes of approved type and quality, all fixtures and fastenings and finishing with one coat of primer complete.
3.6
-
3219.84
Subwork No. 8 Item No 15:-Providing and fixing in position Mild steel fixed staggered ( Z Type ) Ventilator as per detailed drawing with hot deep zink coating including fabricating with Mild steel 'Z 'Section of size 20mm x 25 mm and 3 mm thick at weight 1.42 Kg/Rmt, with stainless steel mosquito net of 304 Grade, 4 mm thick float glass ? as directed by Engineer In charge including necessary welding, grinding, two coats of oil paint etc.complete
0.54
-
3822
Subwork No. 8 Item No 16:-Providing internal cement plaster 12 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete or brick surface in all positions including scaffolding and curing complete.
96.8
-
296.78
Subwork No. 8 Item No 17:-Providing and applying Two coats of wall care Putty of 2mm thickness for plastered surface and 56mm thickness finished concrete surface to Ceiling and Walls to prepare surface even and smooth of Brands BIRLA WHITE, BERGER, BISION, J.K., make, etc complete. a) For plastered walls/ceiling 2mm
78.8
-
90.48
Subwork No. 8 Item No 18:-Providing internal cement plaster 20 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete or brick surface in all positions including scaffolding and curing complete.
95.98
-
409.95
Subwork No. 8 Item No 19:-Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound.Marking finished surface with false squares of 300mm x 300mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/including ponding test etc. complete.
27.42
-
1304.44
Subwork No. 8 Item No 20:-Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
174.78
-
249.6
Subwork No. 8 Item No 21:-Providing and laying polished hand cut Kotah Stone flooring 25mm to 30mm thick and 45cm to 55cm wide in plain/diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete.
22.25
-
1216.46
Subwork No. 8 Item No 22:-Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.
8.1
-
1349.58
Subwork No. 8 Item No 23:-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.
10.96
-
85.68
Subwork No. 8 Item No 24:-Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete.
For WC
1.89
-
2758.08
Subwork No. 8 Item No 25:-Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 65241983 having 6 mm dia. bars 3 Nos. And stirrups @250 mm c/c and fixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 100 mm .
5.1
-
934.96
Subwork No. 8 Item No 26:-Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing without hot dip zinc coating including fabricating glazing with plain / obscured glass panes 5 mm thick and approved type and quality and iron oxidized fixtures and fastening oil paint 2 coats etc. complete.
0.16
-
3213.6
Subwork No. 8 Item No 28:-Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
1
-
255.84
Subwork No. 8 Item No 29:-Providing and fixing 15 mm. dia Ball cock medium type with PVC float including sockets and necessary fittings and tested as per municipal requirement etc. complete.
1
-
438.88
Subwork No. 8 Item No 30:-Providing and fixing screw down for 15 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete.
1
-
486.72
Subwork No. 8 Item No 31:-Providing and fixing 1st class white glazed earthenware Orissa Type W.C. Pan 580 mm dia including P or S trap cast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 mm thick, 10 liter P.V.C. flushing cistern with all necessary pipe connection etc. complete.
1
-
7134.4
Subwork No. 8 Item No 32:-Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete.
1
-
1148.16
Subwork No. 8 Item No 33:-Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres
1000
-
11.44
Subwork No. 8 Item No 34:-Providing and fixing white glazed earthenware Wash Hand Basin of 45cm x 30cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap up to the outside face of the wall. Making good the damaged surface, testing etc. complete.
1
-
5555.68
Subwork No. 8 Item No 35:-Design and Approval Design of intakewell is approved from third party and department including providing 4 copies design and drawing etc complete.
1
-
4349.21
Subwork No. 9- Pure Water Rising Main (300 mm dia DI K-9, L = 894 m)
Subwork No. 9 Item No 1:-Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of Specials,bends tees etc.
5% amount of total pipe supply
80 to 300 mm Dia.
1700
-
111
Subwork No. 9 Item No 2:-Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete.
MJ Collar/Coupling
300 mm Dia MJ Collar/Coupling
2
-
9030
Subwork No. 6 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.
300 mm dia - PN 1.0
2
-
36471
Subwork No. 6 Item No 4:-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
120.69
-
85.7
Subwork No. 9 Item No 5:-Lowering laying and jointing with SBR ruber gaskets C.I. S/S 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, etc. complete. Note : Only S.B.R. Rubber gasket to be used as per IS -5382 and IS -12820 With Rubber Rings
C.I. 'L.A.' Class / Mortar inlined DI K -9/K-7 300 mm Dia DI K-9 (Uprouted RM length to be utilized as PWRM)
894
-
164.24
Subwork No.9 Item No 6:-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.
300 mm Dia DI K-9 (Uprouted RM length to be utilized as PWRM)
0.89
-
18242.72
Subwork No. 9 Item No 7:-Lowering, laying, 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 ( Rates for all class of valves )
300 mm dia - PN 1.0
2
-
5119.4
Subwork No. 9 Item No 8:-Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 Proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge.Valve chamber with precast RCC covers.
As above of 1.5 x 1.5 M internal size and depth upto 1.5 M with precast R.C.C slab cover.
2
-
24758.02
Subwork No. 9 Item No 9:-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.
948.41
-
85.7
Subwork No. 9 Item No 10:-Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) For pipe encasing
17.11
-
6179.61
Subwork No. 10- Distribution System (L=103.42 KM)
Subwork No. 10 Item No 1:-Providing and supplying in standard lengths Polyethelene Pipes , confirming to I.S. 4984 / 14151 / 12786 / 13488 with necessary jointing material like mechanical connectors I.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint , including all local & central taxes , transportation & freight charges , inspection charges , loading / unloading charges , conveyance to the departmental stores / site & stacking the same in closed shade duely protecting from sunrays & rains ,excluding GST levied by GI & GOM in all respect etc. complete.
110mm HDPE Pipe
34479
-
354
A) 140mm HDPE Pipe
55658
-
610
B) 160mm HDPE Pipe
3217
-
790
C) 180mm HDPE Pipe
1789
-
994
D) 200mm HDPE Pipe
1391
-
1166
E) 225mm HDPE Pipe
1264
-
1501
Subwork No. 10 Item No 2:-Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.
Equal Tee 90
11
-
1409
1) Equal Tee 110
28
-
1957
2) Equal Tee 140
11
-
2700
3) Equal Tee 160
47
-
4680
4) Equal Tee 180
12
-
5878
5) Equal Tee 200
15
-
9422
6) Elbow 45 Deg. 90
2
-
408
7) Elbow 45 Deg. 110
4
-
590
8) Elbow 45 Deg. 140
4
-
753
9) Elbow 45 Deg. 160
1
-
1386
10) Elbow 45 Deg. 180
1
-
1817
11) Elbow 45 Deg. 200
3
-
1909
12) Elbow 90 Deg. 90
2
-
429
13) Elbow 90 Deg. 110
14
-
590
14) Elbow 90 Deg. 140
4
-
753
15) Elbow 90 Deg. 160
2
-
1647
16) Elbow 90 Deg. 180
2
-
1909
17) Elbow 90 Deg. 200
2
-
2471
18) Reducer 110X90
15
-
642
19) Reducer 140X110
15
-
1129
20) Reducer 160X110
85
-
1262
21) Reducer 180X160
8
-
1483
22) Reducer 200X180
8
-
1758
23) Reducer 200X110
16
-
2250
23) Reducer 200X160
16
-
1863
24) Reducer 225X160
2
-
2725
25) End Cap 90
104
-
323
26) End Cap 110
80
-
454
27) Reducing Tee 160 x 160 x 100
20
-
4362
28) Reducing Tee 180 x 180 x 160
3
-
5378
29) Reducing Tee 200 x 200 x 110
24
-
8670
30) Reducing Tee 200 x 200 x 160
7
-
8717
31) Reducing Tee 250 x 250 x 110
4
-
13317
32) Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
LNPE 90
32
-
529
34) LNPE 110
64
-
807
35) LNPE 160
34
-
2068
36) LNPE 200
48
-
3279
37) Couplers-
110mm HDPE Pipe
346
-
577
38) 140mm HDPE Pipe
929
-
1257
39) Couplers-
160mm HDPE Pipe
55
-
1366
40) 180mm HDPE Pipe
31
-
1960
41) 200mm HDPE Pipe
24
-
2202
42) 225mm HDPE Pipe
22
-
2775
Subwork No. 10 Item No 3:-Providing D.I. pipes (push on joints pressure pipes of D. l. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excludinq 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/l969 and IS12820/1989 or latest edition/ revision with amendments for Rubber Gaskets (lS:8329:2000 latest version)
400 mm DI K-7 Pipe
3072
-
5328
Subwork No. 10 Item No 4:-Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of Specials,bends tees etc
5% amount of total pipe supply 350 mm and above
13930
-
135
Subwork No. 10 Item No 5:-Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspectioncharges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.
400 mm dia. Sluice valve
6
-
70635
A) 300 mm dia. Sluice valve
2
-
53651
B) 250 mm dia. Sluice valve
1
-
28727
C) 150 mm dia. Sluice valve
8
-
10251
D) 100 mm dia.sluice Valve
102
-
6835
Subwork No. 10 Item No 6:-Excavation for foundation / pipe trenches in earth, soil of all types, sand,gravel and soft murum, hard murum, and hard murum boulder, soft rock and old cement and lime masonary foundation asphalt road, hard rock and concrete road by Chiselling, wedging, lime drilling by mechanical mans or by all means other than blasting including trimming and levelling the bed removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-Charge, normal dewatering, excluding backfilling, etc. complete by all means. Lift 0 to 1.5 m
153987.17
-
401.73
Subwork No. 10 Item No 7:-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
Murrum bedding of 15cm layer
11106.14
-
85.68
Subwork No. 10 Item No 8:-Lowering laying and jointing HDPE/MDPE pipes in proper position including all speccials by compression fitting/Elctrofusion and Butt fusion jointing procedure as per relevant IS code complete with all materials for jointing procedures like Electofusion machinr, Electro mirror/heater/but fusion welding machine with hudraulic jack, top loading clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer incharge as per IS-7634 part II.
110mm HDPE Pipe
34479
-
71.4
A) 140mm HDPE Pipe
55658
-
109.14
B) 160mm HDPE Pipe
3217
-
118.32
C) 180mm HDPE Pipe
1789
-
118.32
D) 200mm HDPE Pipe
1391
-
131.58
E) 225mm HDPE Pipe
1264
-
168.3
Subwork No. 10 Item No 9:-Hydraulic testing of H. D. P. E./ M. D. P. E. 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. etc complete
110mm HDPE Pipe
34.48
-
7590.84
A) 140mm HDPE Pipe
55.66
-
12651.06
B) 160mm HDPE Pipe
3.22
-
12651.06
C) 180mm HDPE Pipe
1.79
-
12651.06
D) 200mm HDPE Pipe
1.39
-
13915.86
E) 225mm HDPE Pipe
1.26
-
18976.08
Subwork No. 10 Item No 10:-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. 300 mm DI K-7 Pipe (Uprouted RM length to be utilized in DS)
2.44
-
18242.7
A) 400 mm DI K-7 Pipe
3.07
-
27232.98
Subwork No. 10 Item No 11:-Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade ard alignmentas directed by Engineer-in-charge including conveyance of material frorn stcrres to site ofwork, including cost of jointing materials and rubber rings labour etc. complete.
Without Rubber Rings
300 mm DI K-7 Pipe (Uprouted RM length to be utilized in DS)
2438
-
164.22
A) 400 mm DI K-7 Pipe
3072
-
245.82
Subwork No. 10 Item No 12:-Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade ard alignmentas directed by Engineer-in-charge including conveyance of material frorn stcrres to site ofwork, including cost of jointing materials and rubber rings labour etc. complete.
With Rubber Rings.
300 mm DI K-7 Pipe (Uprouted RM length to be utilized in DS)
2438
-
187.68
Subwork No. 10 Item No 13:- Lowering, laying, jointing in position following CIDF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
400 mm dia. Sluice valve
6
-
7611.24
A) 300 mm dia. Sluice valve
2
-
6308.7
B) 250 mm dia. Sluice valve
1
-
4935.78
C) 150 mm dia. Sluice valve
8
-
3641.4
D) 100 mm dia.sluice Valve
102
-
2317.44
Subwork No. 10 Item No 14:-Providing and constructing B.B. masonary valve chamber with 15 cm thick 1:2:4 pro. P.C.C. bedding, additional excavation, B.B. masonary in cm 1:5 cm thick precast steel fibre reinforced concrete (SFRC. frame and cover) etc. complete as directed. As above 0.9x0.6,depth1.2 M with SFRC,F&C 540mm dia
44
-
13998.48
A) As above 0.9x0.9 depth1.2 M with SFRC,F&C 540mm dia
3
-
17752.08
B) As above 1.2x1.2 depth1.5 M with SFRC,F&C 540mm dia
6
-
24757.44
Subwork No. 10 Item No 15:-Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.225 mm x 300 mm (40 kg)
66
-
3103.86
Subwork No. 10 Item No 16:-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.
140605.93
-
85.68
Subwork No. 10 Item No 17:-Disposing of surplus excavated stuff at distance of 5 km or as directed by engineer in charge.
Lead for 5 km and Payload factor 6 "= 1728.25/6
2275.09
-
293.8
Subwork No. 10 Item No 18:-Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) For pipe encasing
328.07
-
6179.61
Subwork No. 10 Item No 19:-Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete.
MJ Collar/Coupling
300 mm DI K-7 Pipe (Uprouted RM length to be utilized in DS)
5
-
9030
A) 400 mm DI K-7 Pipe
6
-
15984
Subwork No. 10 Item No 20:-Providing, fabricating, erecting, M.S. Flanges sleep on type (all tables) of required size and thickness with both side machined.
3000
-
141
Subwork No. 10 Item No 21:-RATES FOR ROAD AND RAILWAY CROSSING BY PUSH THROUGH METHOD
Pushing of M.S. pipe of following dia for road crossing and Railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter, below 3.0 m depth including lowering, laying, jointing of M.S.casing pipe including cost of all labour, fuel and material,required welding machinery,tripod, chain pulley block,crane , blower etc.,transportation and Dewatering etc.complete as directed by Engineer-in-charge but excluding cost of M.S. Pipes.
500 mm dia to 1000 mm dia M.S.pipe
66
-
32011.68
Subwork No. 10 Item No 22:-Manufacturing, providing and supplying-spirally welded / ERWSAW / fabricated M. S. pipes (Commercial Quality) incIuding procurements of plates. gas cutiing to requried size rolling. tack welding assernblihg in suitable lengths to form Pipes,Welding on automatic welding machine and forming 'V' e-dge on both ends of pipes including railway freight, insurance, unloading from railway wagon. loading into truck, transport to stores, unloading, stacking excluding GST levied by-GOl & GOM In all respect, etc, complete as per IS - 3589 and IS-5504 ai applicable as per specifications
(No negative tolerance in thickness is permissible).
600 mm (I. D.) 8 mm thk
44
-
12344
A) 800 mm (I. D.) 8 mm thk
22
-
16406
Subwork No. 10 Item No 23:-Making cross connection to existing distribution main of any type including excavation, breaking and removing exiting pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line (the number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores).
A) 100 mm
10
-
2895.78
B) 150 mm
4
-
3554.7
Subwork No. 10 Item No 24:-Dismantling dead pipeline of M.S./ R.C.C./ C.I./ P.S.C. and G.I./ A.C./ P.V.C./ S.W./ H.D.P.E. pipe including cost of necessary excavation and refilling of trenches, breaking the joints, lifting the pipes and stacking to the place as directed by Engineer-in-charge with all leads and lifts including cleaning the surface, etc. complete.
For 300 mm DI Pipe (Exi RM Line)
4300
-
274
Subwork No. 11- Road Reinstatement (84.0 Km)
Subwork No. 11 Item No 1:-
Road Rectification of WBM Road
Providing, Supplying hard murum/ kankar at the road site, including conveying and stacking complete.Spreading hard murum/ soft murrum/ gravel, Compacting the hard murum side widths including laying in layers on each side including artificial watering,Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means-Grading I (Using Screening Type A (13.2) mm Aggregate)etc. complete.
As per Rate Analysis
13765.93
-
487.46
Subwork No. 11 Item No 2:-
Road Rectification of Bitumen Road
A) Construction of granular sub-base by Mix in Place Method and Grading - III Material,
B) Construction of granular sub-base by Plant Mix Method and Grading - I Material
C) Construction of granular sub-base by Plant Mix Method and Grading - Il Material
D) Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) E) BITUMINOUS MACADAM:- Providing and laying bituminous macadam using crushed aggregate
F) Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials
As per Rate Analysis.
11204.64
-
1717.56
Subwork No. 11 Item No 3:-
Road Rectification of Cocrete Road
A) Construction of granular sub-base by Mix in Place Method and Grading - III Material,
B) Construction of granular sub-base by Plant Mix Method and Grading - I Material
C) Construction of granular sub-base by Plant Mix Method and Grading - Il Material
D) Construction of dry lean cement concrete Sub-base over a prepared sub-grade
E) Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base
As per Rate Analysis.
24313.44
-
2401.41
Subwork No. 11 Item No 4:-Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast interlocking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets,small/medium market roads,low volume roads,utility cuts on arterial roads etc.as specified and as per IS15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed,laying paving blocks in position over prepared bed of VSI crushed sand of 50mm thickness including necessary excavation in all stratas,spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.
1116
-
1193.65
Subwork No. 12- Shifting of Existing House Service Connection (3876 nos)
Subwork No. 12 Item No 1:-Providing and making MDPE pipes consumer service connection with the help of electrofusion machine or Ratchet and dye drill including all labour MDPE pipe 10 m length, MDPE special like electrofusion tee, double compression elbow, female threaded, adopter with metal insert, UPVC compression end ball valve, G.I. casing pipe of 40/50mm for road crossing. The rate to include labour required excavation, refilling, closing the water supply, transortation etc. complete as directed as Engineer incharged. (Domestic=1300, Commercial=100, Total= 1400)50% will require road crossing and 50% without road crossing i.e. 1400/2 =700
A) For connection on HDPE Pipes (With Road Crossing)
15mm
1900
-
3115
20 mm
30
-
3954
25 mm
8
-
5449
B) For Connection on HDPE Pipes (Without Road Crossing)
15mm
1900
-
2164
20 mm
30
-
2829
25 mm
8
-
4086
Subwork No. 13- Compound Wall (Wire Fencing L:100 m) For Prop GSR
Subwork No. 13 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)
13.84
-
153
Subwork No. 13 Item No 2:-Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)
4.5
-
6179.61
Subwork No. 13 Item No 3:-Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete.
36.34
-
5715.79
Subwork No. 13 Item No 4:-Providing and casting in situ / ready mix PCC M20 grade of trap metal for coping to head walls / parapet including centering, form work,compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
2.98
-
10462.17
Subwork No. 13 Item No 5:-Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing etc. complete.
100
-
181.24
Subwork No. 13 Item No 6:-Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
100
-
249.6
Subwork No. 13 Item No 7:-Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.
100
-
2398.24
Subwork No. 13 Item No 8:-Providing and fixing mild steel grill gate with angle iron frame 65mmx65mmx10 mm with iron bars at 150 mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt.
10
-
3092.96
Subwork No. 14- Raw Water Pumping Machinery (2 sets No. x 170 HP VT pumps, Q= 114.26 LPS, H=71 m)
Subwork No. 14 Item No 1:-VERTICAL TURBINE PUMPS
Providing,erecting commissioning & giving satisfactory test and trial of Water lubricated Vertical Turbine Pumps having Stainless Steel impeller, Stainless, Steel Shaft, Discharge head & bowl assembly suitable to discharge 114.26 LPS against total head of 71 mtr.from all sources including all allied accesories including third party inspection (column lenght 18 m)
2
-
2168675
Subwork No. 14 Item No 2:- VHS Induction Motors
Providing, erecting and giving test and trial of vertical hollow shaft motor 1500 RPM, squirrel cage induction motor, conforming to IS 12615, class IE3 premium, having
continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-5% with "F" class insulation temperature rise limited to class "B" insulation.
125 KW 170 HP VHS Ind Motor ------- for VT Pump
2
-
502708
Subwork No. 14 Item No 3:-
a)Sluice Valves - 300 mm PN - 1.0 (with bypass)
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.
2
-
41522
A)Sluice Valves - 400 mm PN - 1.0 (with bypass)
1
-
84202
Subwork No. 14 Item No 4:-
a)CIDF REFLUX VALVE 300 MM DIA PN-1.0 (WIth bypass)
Providing and supplying 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, nloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)
2
-
49537
A) CIDF REFLUX VALVE 400 MM DIA PN-1.0 (WIth bypass)
1
-
95785
Subwork No. 14 Item No 5:- M.S.PIPES & SPECIALS
Providing lowering,laying jointing and testing M.S.Pipes & Specials as per standard specifications and approved size & layout of pumping machinery
600
-
95
A) M.S.DISMANTLING JOINTS 300 mm Providing lowering,laying jointing and testing M.S.Dismantaling Joints as per standard specifications and approved size & layout of pumping machinery
2
-
16341
B) M.S.DISMANTLING JOINTS 400 mm
1
-
22244
Subwork No. 14 Item No 6:- M.S.FLANGES Providing favricating erecting M.S.flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of pumping machinery & size mentioned by the department.
350
-
141
Subwork No. 14 Item No 7:-PRESSURE GAUGES Providing erecting and testing Glyscerine filled pressure gauge Bourdon's type of 150 mm dia as per IS 3624: 1987 with brass cock,syphon tube etc.as per standerd. Specification.
3
-
1945
Subwork No. 14 Item No 8:-
CONCRETE FOUNDATION
i) Making cement concrete foundation in 1:2:4 cement concrete with foundation bolts and nuts complete. (cost of wooden box is included) (for pumps).
Providing & fixing in positing steel bar reircrcement RCC
2
-
5036.85
Subwork No. 14 Item No 9:- H.O.T. CRANE 5 TON CAP. & 8 MTR SPAN
Providing erecting, Commissioning Single Girder Hand Operated Rectanguler Travelling Crane with 6 m.lift complete with chain pully block ISI marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel/ circular travel and cross travel with wheel, hand chain etc complete as per detailed specification 5.0 Tonne Capacity
including TPI.
1
-
284001
Subwork No. 14 Item No 10:- SQUARE BAR/RAIL
Providing erecting and fixing square bar of EN 8 as rail for over head crane on provided track girder/contineous corbel beam,including supporting plate and "J"bolts. 50x 50mm (EN 8)
30
-
1722
Subwork No. 14 Item No 11:- L.T.Panel
Providing erecting, Commissioning & giving satisfactory test and trial of L.T.Panel comprising of specified Breakers, Bus bar,switches, indicating instruments etc as per specification.
1
-
383990
Subwork No. 14 Item No 12:- Auto transformer Starter
Auto transformer starter with Air break contactor Providing fixing testing automatic operated auto transformer motor control panel assembled locally with Air break contactor of appoved make and of suitable rating 14 SWG sheet steel fubricated floor mounted type cubical panel suitable for operation on 380-400 Volts,3phase, 50 Hz filted with accessories as below. The incoming and outgoing cable end boxes shall be on other sides of main panel. The cable entries from Auto transformer shall be to tray enclosed in sheet metal. The starter shall have screened louvers on both sides as per detailed specification.
i) Oil immersed copper wound auto transformer with 50%,65% and 80% tapping including first fill of oil.
ii) 1.5 Mtr height x o.9 m width x o.5 Mtr deep for 180HP ( 400/170/170/AMP) with TPI
2
-
245503
Subwork No. 14 Item No 13:- CABLE
Providing,lowering,laying, jointing,Commissioning &Giving test and trial of XLPE insulated, armoured cable,ISI Marked with stranded or solid conductor as per detailed specification.
A) Supplying, erecting & terminating XLPE armoured cable 3½ core 95 sq. mm. aluminium conductor with continuous 8.35 sq. mm. (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL For L.T. (From Transformer to pannel) (Double run)
180
-
571.2
B) Supplying, erecting & terminating XLPE armoured cable 3 core 185 sq. mm. aluminium conductor with continuous
12.97 sq. mm. (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL (Panel to starter to motor)
40
-
939
C) Cable for APFC 3C X95sqmm
40
-
552
Subwork No. 14 Item No 14:- Cable Trays 200 mm x 20 mm
80
-
373.8
Subwork No. 14 Item No 15:-EARTHING
Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
4
-
4449.9
Subwork No. 14 Item No 16:-G. I. EARTHING STRIPS
Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP.
100
-
217.35
Subwork No. 14 Item No 17:- IRON WORK
Providing, fabricating iron work of ISMB, Angles, M.S.Flats, Chequared plates, for panel stand, supports of ventilation ducting and items related to crane with all other similar work, including cutting, bending, welding and painting as per specification.
300
-
70.02
Subwork No. 14 Item No 18:-TOOLS Providing Tools, furniture & Fireflghting equipments as per specification
1
-
51602
Subwork No. 14 Item No 19:- ELECTRIFICATION OF PUMP HOUSE Providing Electrification of Pumphouse as per specification.
1
-
111680
Subwork No. 14 Item No 20 :- Providing, installing and giving satisfactory test & trial of ultrasonic Insertion Fixed type flow meter working on conditions & specifications, calibration, inspection, testing,training, guarantee and manufacturers test certificate declaration copy along with accessories as mentioned in a (1) to (16) below & with inbuilt assembly to fix the insertion type transducer on the pipeline. (Head work 1 + WTP inlet 1 No)
3
-
247500
Subwork No. 14 Item No 21:-Providing, erecting Electric Valve Actuator for non rising spindle type sluice valve of PN 1 & PN 1.6 rating, totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position without lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually VA replaceable counter gear assembly and with two torque and four limit switches with S.S. flap and operated with gear driven cams and of rating 250 Volt, 5 Amp, AC/DC, torque switch dial and with TEFC squirrel cage induction motor working on 440 Volts +/- 10%, 3 phase, 50 Hz AC The torque rating of reduction gear box shall be atleast 1.5 times max. torque required for opening and closing of valve with integral starter for ON 250 MM DIA PN 1.0
2
-
97385
Subwork No. 14 Item No 22:-Supplying and erecting assembled DOL starter in provided cubical panel, with ON-OFF push buttons, no volt coil, over load element and required power and control wiring complete.(For wall Actuater)
2
-
1783
Subwork No. 14 Item No 23:- 2.5 sq mm Copper conductor PVC insulated,
CB 7-2 armoured control cable 3 CORE 2.5 sqmm
30
-
153
Subwork No. 14 Item No 24 :- Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-incharge.
Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.As above of 1.5 x 1.5 M internal size and
depth upto 1.5 M with S.F.R.C. frame and
cover of size 540 mm dia. fixed in RCC slab
3
-
28980
Subwork No. 14 Item No 25:-Furniture
1
-
53200
Subwork No. 15A- PWPM at Prop. WTP for Prop. Duttabardi GSR (2 sets No. x 50 HP VT pumps, Q= 64 LPS, H=37 m)
Subwork No. 15A Item No 1:-VERTICAL TURBINE PUMPS
Providing,erecting commissioning & giving satisfactory test and trial of Water lubricated Vertical Turbine Pumps having Stainless Steel impeller, Stainless, Steel Shaft, Discharge head & bowl assembly suitable to discharge 64 LPS against total head of 37 mtr.from all sources including all allied accesories including third party inspection
2
-
1026647
Subwork No. 15A Item No 2:-VHS Induction Motors
Providing, erecting and giving test and trial of vertical hollow shaft motor 1500 RPM, squirrel cage induction motor, conforming to IS 12615, class IE3 premium, having
continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-5% with "F" class insulation temperature rise limited to class "B" insulation.
50 HP VHS Ind Motor for VT Pump
2
-
182192
Subwork No. 15A Item No 3:-
a)Sluice Valves - 200 mm PN - 1.0 (with bypass)
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.
2
-
22329
A)Sluice Valves - 300 mm PN - 1.0 (with bypass)
1
-
41522
Subwork No. 15A Item No 4:-
a)CIDF REFLUX VALVE 200 MM DIA PN-1.0 (with bypass) Providing erecting testing & commissioning ISI mark CI D/F Reflux valve (non-return valves) of following dia including all taxes (central&local) railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores/ site, unloading, stacking etc complete as per detailed specifications. with byepass Arrangement
2
-
24004
A) CIDF REFLUX VALVE 300 MM DIA PN-1.0 (with bypass)
1
-
49537
Subwork No. 15A Item No 5:- M.S.PIPES & SPECIALS
Providing lowering,laying jointing and testing M.S.Pipes & Specials as per standard specifications and approved size & layout of pumping machinery
300
-
95
A) M.S.DISMANTLING JOINTS 200 mm Providing lowering,laying jointing and testing M.S.Dismantaling Joints as per standard specifications and approved size & layout of pumping machinery
2
-
9893
B) M.S.DISMANTLING JOINTS 300 mm
1
-
16341
Subwork No. 15A Item No 6:-M.S.FLANGES Providing favricating erecting M.S.flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of pumping machinery & size mentioned by the department.
50
-
141
Subwork No. 15A Item No 7:- PRESSURE GAUGES Providing erecting and testing Glyscerine filled pressure gauge Bourdon's type of 150 mm dia as per IS 3624: 1987 with brass cock,syphon tube etc.as per standerd.specification.
3
-
1945
Subwork No. 15A Item No 8:-
CONCRETE FOUNDATION
i) Making cement concrete foundation in 1:2:4 cement concrete with foundation bolts and nuts complete. (cost of wooden box is included) (for pumps).
2
-
4817.4
Subwork No. 15A Item No 9:- H.O.T 3 Ton
Providing , erecting and commissioning Single Girder Hand Operated Circular / Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI] marked and travelling! trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 3 Tonne Capacity
1
-
200134
Subwork No. 15A Item No 10:-
Providing, erecting and fixing square bar of EN 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and "3" bolts. 40X 40mm(EN8)
30
-
1108
Subwork No. 15A Item No 11:- L.T.Panel
Providing erecting, Commissioning & giving satisfactory test and trial of L.T.Panel comprising of specified Breakers, Bus bar,switches, indicating instruments etc as per specification.
1
-
147285
Subwork No. 15A Item No 12:- Auto transformer Starter
Auto transformer starter with Air break contactor Providing fixing testing automatic operated auto transformer motor control panel assembled locally with Air break contactor of appoved make and of suitable rating 14 SWG sheet steel fubricated floor mounted type cubical panel suitable for operation on 380-400 Volts,3phase, 50 Hz filted with accessories as below. The incoming and outgoing cable end boxes shall be on other sides of main panel. The cable entries from Auto transformer shall be to tray enclosed in sheet metal. The starter shall have screened louvers on both sides as per detailed specification.
i) Oil immersed copper wound auto transformer with 50%,65% and 80% tapping including first fill of oil.
ii)1.25 Mtr height x o.75 m width x o.45 Mtr deep for 60 HP ( 200/70/70/AMP) with TPI
2
-
109110
Subwork No. 15A Item No 13:- CABLE
Providing, lowering, laying, jointing, Commissioning &Giving test and trial of XLPE insulated, armoured cable,ISI Marked with stranded or solid conductor as per detailed specification.
A) Supplying, erecting & terminating XLPE armoured cable 3 core 50 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL For L.T. (Panel to starter to motor)
40
-
361.2
B) Supplying, erecting & terminating XLPE armoured cable 3.5 core 120sq. mm. aluminium conductor with continuous.
12.97 sq. mm. (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL (From Transformer to panel) (Total connected 150 HP)
60
-
711.9
Subwork No. 15A Item No 14:- EARTHING
Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
4
-
4449.9
Subwork No. 15A Item No 15:- G. I. EARTHING STRIPS
Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP.
50
-
217.35
Subwork No. 15A Item No 16:- IRON WORK
Providing, fabricating iron work of ISMB, Angles, M.S.Flats, Chequared plates, for panel stand, supports of ventilation ducting and items related to crane with all other similar work, including cutting, bending, welding and painting as per specification.
500
-
70.02
Subwork No. 15A Item No 17:- TOOLS
1
-
51602
Subwork No. 15A Item No 18:-Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/ Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size100mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs builtin GSM (with Sim card and its charges, valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipe lines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications (Annexure-A) attached.350 mm Nominal Diameter Flowmeter (At RWPM & At WTP for each indivudual line) (With TPI & FOE)
250 mm Nominal Diameter Flowmeter For Pump (13.94 LL Pipe Line Size 300mm Dia)
1
-
174475
A) 250 mm Nominal Diameter Flowmeter For Exi. ESR 2.5 LL,2.0LL,& 3.5LL ( Pipe Line Size 300mm Dia)
1
-
168475
B) 250mm AMR bulk
2
-
148986
C) 100 mm Nominal Diameter Flowmeter For Prop. GSR (1.75 LL Dalit Vasti Pipe Line Size 150mm Dia)
1
-
35808
Subwork No. 15A Item No 19:-
Providing, erecting Electric Valve Actuator for non rising spindle type sluice valve of PN 1 & PN 1.6 rating, totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position without lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually VA replaceable counter gear assembly and with two torque and four limit switches with S.S. flap and operated with gear driven cams and of rating 250 Volt, 5 Amp, AC/DC, torque switch dial and with TEFC squirrel cage induction motor working on 440 Volts +/- 10%, 3 phase, 50 Hz AC The torque rating of reduction gear box shall be atleast 1.5 times max. torque required for opening and closing of valve with integral starter for ON
200 MM DIA PN 1.0
2
-
86653
Subwork No. 15A Item No 20:-
Supplying and erecting assembled DOL starter in
provided cubical panel, with ON-OFF push buttons, no volt coil, over load element and required power and control wiring complete.(For Actuater)
2
-
1783
Subwork No. 15A Item No 21:-
2.5 sq mm Copper conductor PVC insulated,
CB 7-2 armoured control cable 3 CORE 2.5 sqmm
20
-
153
Subwork No. 15A Item No 22:-Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-incharge.
Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.
As above of 1.5 x 1.5 M internal size and
depth upto 1.5 M with S.F.R.C. frame and
cover of size 540 mm dia. fixed in RCC slab.
5
-
28980
Subwork No. 15A Item No 23:-Furniture
1
-
23200
Subwork No. 15B- PWPM at Ext. WTP for 3 ESRs (40 HP VT pumps (1W+1S), Q= 43 LPS, H=36m)
Subwork No. 15B Item No 1:-VERTICAL TURBINE PUMPS
Providing,erecting commissioning & giving satisfactory test and trial of Water lubricated Vertical Turbine Pumps having Stainless Steel impeller, Stainless, Steel Shaft, Discharge head & bowl assembly suitable to discharge 62 LPS .from all sources including all allied accesories including third party inspection
Duty head 36 m Discharge of Pump 43 LPS length of col. Assembly= 5 m,
HP-40
2
-
682997
Subwork No. 15B Item No 2:-VHS Induction Motors 40 HP
Providing,erecting & giving test & trial of vertical hollow shaft TEFC motor 1500 RPM squirrel cage Induction Motor, confirming to Is 325 having contionus rating suitable for operation at 415 Volts + 10% voltage variation + 5% frequency variation and + 10% combined variation with "F" class insulation and temp rise limited to class "B" insulation.)
40 HP VHS Ind Motor (30KW)
2
-
157225
Subwork No. 15B Item No 3:-Sluice Valves - PN -1 suitable for Actuator
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. A) 200 MM Dia
2
-
22329
B) 300 MM Dia
1
-
41522
C) Actuator 200 mm dia
1
-
86653
Subwork No. 15B Item No 4:-CIDF REFLUX VALVE PN-1.6 Providing erecting testing & commissioning ISI mark CI D/F Reflux valve (non-return valves) of following dia including all taxes (central&local) railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores/ site, unloading, stacking etc complete as per detailed specifications. with byepass Arrangement
A) 200 MM Dia
2
-
24004
B) 300 MM Dia
1
-
49537
Subwork No. 15B Item No 5:-Kinetic Air Valve (P.N.1)- Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications 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
(12019+458)
Dia=80mm
1
-
12477
Subwork No. 15B Item No 6:-M.S.PIPES & SPECIALS
Providing lowering,laying jointing and testing M.S.Pipes & Specials as per standard specifications and approved size & layout of pumping machinery (Double Flanged)
300
-
95
Subwork No. 15B Item No 7:-M.S.DISMANTLING JOINTS for Flowmeter
Providing lowering,laying jointing and testing M.S.Dismantaling Joints as per standard specifications and approved size & layout of pumping machinery.
A) 250 mm dia
5
-
13630
B) 100 mm dia
1
-
6612
Subwork No. 15B Item No 8:-M.S.FLANGES Providing favricating erecting M.S.flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of pumping machinery & size mentioned by the department.
60
-
141
Subwork No. 15B Item No 9:-PRESSURE GAUGES Providing erecting and testing Glyscerine filled pressure gauge Bourdon's type of 150 mm dia as per IS 3624: 1987 with brass cock, syphon tube etc.as per standard specification.
3
-
988
Subwork No. 15B Item No 10:-CONCRETE FOUNDATION
Making cement concrete foundation in 1:2:4 cement concrete with foundation bolts and nuts complete. (cost of wooden box is included) (for pumps).
(For Pump & Foundation for Transformer 2 Nos)
5
-
5036.85
Subwork No. 15B Item No 11:-Supplying and erecting XLPE / PVC insulated, armouredcable 1100 V grade with ISI mark Three core, solid /stranded aluminium conductor with 6 mm thick 25 mmwidth M.S. spacer with G.I. Earth wire 6 sq mm, completeerected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner 3 Core 50 sq mm (For panel board to ATS & motor)
60
-
306.6
Subwork No. 15B Item No 12:-EARTHING
Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
4
-
4449.9
Subwork No. 15B Item No 13:-G. I. EARTHING STRIPS
Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP.
100
-
217.35
Subwork No. 15B Item No 14:-IRON WORK for Fabrication
Providing, fabricating iron work of ISMB, Angles, M.S.Flats, Chequared plates, for panel stand, supports of ventilation ducting and items related to crane with all other similar work, including cutting, bending, welding and painting as per specification.
For lifting arrangement work in old pump house
500
-
70.02
Subwork No. 15B Item No 15:-Chain Pulley Block
Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 mi lift complete with load chain and hand chain suitable for above lift. tested to 50% over ioad as per IS 3832 carrying ISI mark.
1
-
16575
Subwork No. 15B Item No 16:-Travelling Trolley
Providing, erecting Travelling Trolley of capacity’ as below with 6 m lift, tested to 50% over load
1
-
11655
Subwork No. 15B Item No 17:-Flow meter:- Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/-0.5% of! measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mrs built in GSM _ ( with Simeard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications. 250 mm Nominal Diameter Flowmeter
1
-
168475
Subwork No. 15B Item No 18:-LT Panel board proposed at Division level
1
-
153267
Subwork No. 15B Item No 19:-Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-incharge.
Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.
As above of 1.5 x 1.5 M internal size and depth upto 1.5 M with S.F.R.C. frame and cover of size 540 mm dia. fixed in RCC slab.
1
-
28980
Subwork No. 16- Pumping Machinery for Recirculation Sump
Subwork No. 16 Item No 1:-Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.
Submersible monoblock Pump set (with Bronze / Stainless steel(CF8M) Impeller) Horizontal / Vertical - up with mechanical TC TC Seal to 3 stages Discharge of Pump - 5 LPS Duty head - 15.0 m HP - 3
2
-
19437
Subwork No. 16 Item No 2:-mechanical seal of TCTC construction shall be provided with the motor and adequate screen to prevent floating material
2
-
8250
Subwork No. 16 Item No 3:-Mud Pump
Supplying Non-clog Submersible Pump suitable for sewage/ Liquid waste application with standard MOC and given duty points as below
Head - up to 10 m
Discharge - 6 LPS HP -3
2
-
90830
Subwork No. 16 Item No 4:-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 80 mm ( 8.64 kg./m )
20
-
551
Subwork No. 16 Item No 5:-Reflux Valves
Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of followingdia 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)
A) 80 mm dia PN 1.0
4
-
4092
B) 150 mm dia PN 1.0
2
-
9876
Subwork No. 16 Item No 6:-Sluice Valve
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 A) 80 mm dia PN 1.0
4
-
5132
B) 150 mm dia PN 1.0
2
-
10251
Subwork No. 16 Item No 7:-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.)
A) Dia 80 mm for Rising Main
8
-
1738
B) Dia 150 mm for Rising Main
4
-
3570
Subwork No. 16 Item No 8:-MSDF MS Pipe & Specials Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.
Plain ended specials or plain ended branch flanged specials of all diameters.
300
-
95
Subwork No. 16 Item No 9:-MS FLANGE Providing, fabricating, erecting, M.S. Flanges sleep on type (all tables) of required size and thickness with both side machined.
Up to 300 NB
50
-
141
Subwork No. 16 Item No 10:-Lifting Arrangement Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.
1 tonne Capacity
1
-
11604
Subwork No. 16 Item No 11:-Fabrication Work
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 detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd-C-6/277)
0.5
-
70017
Subwork No. 16 Item No 12:-Automatic Control Panel
Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. ubmersible/centrifugal pump set upto 7.5 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter/voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc
4
-
6738.9
A) Supplying and erecting bank of All Polypropylene capacitors with the standard capacities of 1, 2, 3, 5, 7, 12.5, 15, 20 and 25 KVAR units of power factor correction for operation on 3 phase, 50 Hz, 400 V+/- 10% with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and provided with terminal cover box complete erected and tested.
2
-
343
B) Supplying and fixing PVC synthetic elastomer electrically insulating mat with class A insulation conforming to IS: 15652 – 2006 & CPRI tested having 2 mm thickness upto 3.3 kV
1
-
4769.1
Subwork No. 16 Item No 13:-Providing, lowering, laying, jointing, Commissioning &Giving test and trial of XLPE insulated, armoured cable,ISI Marked with stranded or solid conductor as per detailed specification. Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable Supplying and erecting, XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Four core, solid / stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner. 4 Core 4 Sq.mm
40
-
123
A) Supplying and erecting flat flexible 3 core 2.5 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.
40
-
134.4
Subwork No. 16 Item No 14:-ELECTRIFICATION OF PUMP HOUSE Providing Electrification of Pumphouse as per specification.
1
-
13609
Subwork No. 16 Item No 15:-EARTHING
Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
4
-
4449.9
Subwork No. 16 Item No 16:-G. I. EARTHING STRIPS
Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required as per specification no EA-EP.
40
-
217.35
Subwork No. 17- Trial and Run
Subwork No. 17 Item No 1:-Commissioning, running, maintaining the scheme to the quantities, rated capacity including managing necessary personnel such as operator, valveman,etc. as per the requirement of the scheme and who should also administer the chemical dose for the period of three months, together with training of personnel spared by MJP/ Local body and handing over the scheme to local body after completion of this period as directed by Engineer-in-charge.
1
-
2643121
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