Nampur And 4 Village Regional Rural Water Supply Scheme,Tall.Baglan Dist. Nashik (Under Nrdwp ) Approach Channel L=287.40 M, Jack Well (6 M Dia, Depth=30.17 M ) With Over Head Pump House (6M X 6M X 5.5 M), Approach Bridge L= 250 M, Approach Bund L= 70 M,

Tender Notice

24089278
Nampur And 4 Village Regional Rural Water Supply Scheme,Tall.Baglan Dist. Nashik (Under Nrdwp ) Approach Channel L=287.40 M, Jack Well (6 M Dia, Depth=30.17 M ) With Over Head Pump House (6M X 6M X 5.5 M), Approach Bridge L= 250 M, Approach Bund L= 70 M,
Indian
Maharashtra
28-08-2020
09-09-2020
11-09-2020

Tender Details

NAMPUR AND 4 VILLAGE REGIONAL RURAL WATER SUPPLY SCHEME,TALL.BAGLAN DIST. NASHIK (Under NRDWP ) Approach Channel L=287.40 m, Jack well (6 m dia, Depth=30.17 m ) with Over Head pump House (6m x 6m x 5.5 m), Approach Bridge L= 250 m, Approach Bund L= 70 m, Raw Water Rising Main 300 mm DI L = 900 M, Raw Water Pumping Machinery 50 HP VT Pump, WTP Unconventional 4.5 MLD, Pure Water Gravity Main DI K-7 100 to 250 mm diameter L = 46470 m ,Construction ESR at Nampur gaothan 4.65 Lakh Liter,Nalkas village 0.28 Lakh Liter,Sarde Village 0.86 Lakh Liter, Distribution System HDPE 75 mm to 250 mm L=32248 m, Chain link Fencing, Solar system, Running the scheme for three months etc.

Corrigendum Details

Sr No CorrigendumDate Description Submission Date
1 26-03-2020 Date Extension due to LockDown 02-05-2020
2 20-04-2020 Second Date Extension due to lockdown 22-05-2020
3 11-05-2020 Corrigemndum 3 for Nampur and 4 Villages RRWSS 15-06-2020
4 02-06-2020 Fourth date extension for Nampur and 4 Villages RRWSS 06-07-2020
5 01-07-2020 Date Exention for Nampur and 4 Villages RRWSS 20-07-2020
6 17-07-2020 Date Extension 6 for Nampur and 4 Villages RRWSS 07-08-2020
7 06-08-2020 Date Extension for Nampur and 4 Villages RRWSS 31-08-2020
8 28-08-2020 Date Extension 8 for Nampur and 4 Villages RRWSS 09-09-2020

Key Value

Document Fees
INR 28000 /-
EMD
INR 855860.00 /-
Tender Value
INR 17.10 Crore /-

BOQ Items

Name of Work: NAMPUR AND 4 VILLAGE REGIONAL RURAL WATER SUPPLY SCHEME,TALL.BAGLAN DIST. NASHIK (Under NRDWP ) Approach Channel L=287.40 m, Jack well (6 m dia, Depth=30.17 m ) with Over Head pump House (6m x 6m x 5.5 m), Approach Bridge L= 250 m, Approach Bund L= 70 m, Raw Water Rising Main 300 mm DI L = 900 M, Raw Water Pumping Machinery 50 HP VT Pump, WTP Unconventional 4.5 MLD, Pure Water Gravity Main DI K-7 100 to 250 mm diameter L = 46470 m ,Construction ESR at Nampur gaothan 4.65 Lakh Liter,Nalkas village 0.28 Lakh Liter,Sarde Village 0.86 Lakh Liter, Distribution System HDPE 75 mm to 250 mm L=32248 m, Chain link Fencing, Solar system, Running the scheme for three months etc.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Sub Work No:- 1 Approach Channel ,Length- 287.40 M Item No:- 1 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 / sem impervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-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\nNote : Pay line maximum. Top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flatter slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, C.G.I. sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. \n(Type section is shown on last page of type design section of CSR). BI01010001010000000000000515BI0100001113 9530.82 Cum
2 2 Item no :- 2 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 following lift and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. \nFor Head works in dam submergence Lift 0.0- 1.50 M BI01010001010000000000000515BI0100001114 3762.33 Cum
3 3 Lift 1.5 - 3.0 M 3023.72 Cum
4 4 Lift 3.0-4.50 M 2370.06 Cum
5 5 Lift 4.5- 6.0 M 1847.42 Cum
6 6 Item.No3 :-'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 following lift and lead of 150 M including baricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.\nFor Head works in dam submergence Lift 6.00 to 7.50 M BI01010001010000000000000515BI0100001115 1475.88 Cum
7 7 Lift 7.50 to 9.00 M 1200.9 Cum
8 8 Lift 9.00 to 10.50 M 961.417 Cum
9 9 Lift 10.50 to 12.00 M 761.8 Cum
10 10 Lift 12.00 to 13.50 M 553.437 Cum
11 11 Lift 13.50 to 15.00 M 378.865 Cum
12 12 Lift 15.00 to 16.50 M 230.151 Cum
13 13 Lift 16.50 to 18.00 M 113.43 Cum
14 14 Lift 18.00 to 19.50 M 27.322 Cum
15 15 Item.No 4:-'Dewatering charges for head works in dam submergence by using pumps and other devices including disposing off water to safe distance as directed by Engineer- in- charge including cost of machinery, labour, fuel etc complete.\n'NOTE:-\n' 1. The contractor at his request may be allowed to start construction of masonary staining so as not to allow silting of well in coming mansoon and while paying masonary 25% amount shall be witheheld and released only when excavation to the full depth is completed. \n' 2. Dewatering :- Total dewatering charges are to be proposed in the tender as lump sum amount and 75% is payble for excavation and 25% is payble for construction of well/ gallery out of 75% excavation , breakup shall be as under \n'25% for last 1 M depth \n'20% for 2 M depth which just above last 1 M depth \n'15% for 2 M depth which just above last 3 M depth \n'15% for the rest of depth from water table level \n' 3. The provision made for dewatering in the tender being on lumpsum basis the same shall have reduced / increased proporpotionatly as the lenght of approach channel , connecting main or approach bridge reduced/ increased during actual exeuction \n'a)  Approach channel BI01010001010000000000000515BI0100001118 287.4 Rmt
16 16 Sub Work No:- 2 Construction of Jack Well (6 m dia, Depth=30.17m ) & Over Head Pump House (6m x 6m x 5.5 m),\nItem 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 following lift and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. \nFor Head works in dam submergence. \nLift 0 to 1.50 m 316.86 Cum
17 17 Lift 1.50 to 3.00 M 244.29 Cum
18 18 Lift 3.00 to 4.50 M 181.14 Cum
19 19 Lift 4.50 to 6.00 M 127.42 Cum
20 20 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 following lift and lead of 150 M including baricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. \nFor Head works in dam submergence \nLift 6.00 to 7.50 m 83.13 Cum
21 21 Lift 7.50 to 9.00 m 83.13 Cum
22 22 Lift 9.00 to 10.50 m 83.13 Cum
23 23 Lift 10.50 to 12.00 m 83.13 Cum
24 24 Lift 12.00 to 13.50 m 83.13 Cum
25 25 Lift 13.50 to 15.00 m 83.13 Cum
26 26 Lift 15.00 to 16.50 m 83.13 Cum
27 27 Lift 16.50 to 18.00 m 83.13 Cum
28 28 Lift 18.00 to 19.50 m 83.13 Cum
29 29 Lift 19.50 to 21.00 m 83.13 Cum
30 30 Lift 21.00 to 22.50 m 83.13 Cum
31 31 Lift 22.50 to 24.00 m 37.91 Cum
32 32 Item No. 3:-Providing and laying in situ,Cement concrete. of trap/granite/quartzite/gneiss metal for PCC work below foundtion and footing incluing Normal dewatering,plywood form work, compaction finishing and curing, etc. complete. PCC (1:2:4) ie M - 150 \nBelow GL Lift 20.00 to 25.00 M. 8.31 Cum
33 33 Item No. 4:-Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-300 only. Use of Ultratech ,A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)\nFor Raft beam and slab in M -300 grade\nBelow GL Lift 20.00 to 25.00 M. 25.77 Cum
34 34 Item No. 5:-Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering,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 finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo Ultratech, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)\nFor Vertical wall and landing in M -300 grade \nBelow GL Lift 0.00 to 5.00 m \n 59.82 Cum
35 35 Lift 5.00 to 10.00 m 41.11 Cum
36 36 Lift 10.00 to 15.00 m 29.91 Cum
37 37 Lift 15.00 to 20.00 m 29.91 Cum
38 38 Lift 20.00 to 25.00 m 15.27 Cum
39 39 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, plywood form work,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 Ultratech, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) For Columns in M -300 grade \nLift 7.0 to 10.50 M. 2.47 Cum
40 40 Lift 10.50 to 14.00 M. 2.28 Cum
41 41 Item No. 7:-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, ,plywood form work,bully/steel prop ups 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 Ultratech, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)\nFor Beams and lintels in M -300 grade \nLift 7.00 to 10.50 M 9.51 Cum
42 42 Lift 10.50 to 14.00 M 5.58 Cum
43 43 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 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 Ultratech, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)\nFor Slab and landing M -300 grade \nLift 7.00 to 10.50 m 11.33 Cum
44 44 Lift 10.50 to 14 m 5.88 Cum
45 45 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,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 finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of Ultratech, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) \nFor chhajja in M -300 grade \nLift 7.00 to 10.50 M 0.67 Cum
46 46 Item No. 10:-Providing and fixing in position steel bar reinforcement of various diameters 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) \nTor steel \nLift 0.00 to 5.00 m 5.98 MT
47 47 Lift 5.00 to 10.00 M 6.51 MT
48 48 Lift 10.00 to 15.00 M 4.37 MT
49 49 Lift 15.00 to 20.00 M 2.99 MT
50 50 Lift 20.00 to 25.00 M 4.1 MT
51 51 Item No. 11:-Providing double flanged Sluice Valves conforming to IS-14846 including worm 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.\n500 mm dia. PN - 1 (without bypass arrangement) 1 No.
52 52 Item No. 12:-Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc.complete. (Rate for all class of valves.)\n500 mm dia PN - 1 1 No.
53 53 Item No. 13:-Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connecting to truss members and like as per detailed desings and drawings or as directed by Engineer-in-charge including cutting, fabricating, hoisting, erecting, fixing in position, making riveted / bolted /welded connections and one coat of anticorrosive paints and over it two coats of oil painting, etc. complete. 0.56 MT
54 54 Item No. 14:-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. \n8mm tk. 4 Sqm
55 55 Item No. 15:-Providing, and fixing MS 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-corrosive paint etc. complete as directed by Engineer-in-charge 374.6 Kg
56 56 Item No. 16:-Providing Brick masonry in cement mortar 1:6 using Second class burnt bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete.\nLift 0.00 to 3.75M 15.23 Cum
57 57 Lift 3.75 to 7.50 M 4.86 Cum
58 58 Item no :- 17 Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. \nLift 0.00 to 3.75M \n 73.53 Sqm
59 59 Lift 3.75 to 7.50 M 42 Sqm
60 60 Item no ;- 18 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1kg.per cement bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in C.M. 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. \nLift 0.00 to 3.75M 80.43 Sqm.
61 61 Lift 3.75 to 7.50 M 49.1 Sqm.
62 62 Item No. 19:-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\nmm 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 s afety 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. 6248:1979)l and one coat of red lead primer etc. complete. (I.S. 6248:1979)\n(With mechanical gear) 5.67 Sqm.
63 63 Item No. 20:-Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, oil painting two coats complete. 10.8 Sqm.
64 64 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. 32.94 Rmt
65 65 Item No. 22:-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.With 15 m Tape length 1 No
66 66 Item No. 23:-Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm with hand rail 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. 38.5 Rmt
67 67 Item no :- 24 Dewatering charges for head works in dam submergence by using pumps and other devices including disposing off water to safe distance as directed by Engineer- in- charge including cost of machinery, labour, fuel etc complete.\nNOTE:-\n 1. The contractor at his request may be allowed to start construction of masonary staining so as not to allow silting of well in coming mansoon and while paying masonary 25% amount shall be witheheld and released only when excavation to the full depth is completed. \n 2. Dewatering :- Total dewatering charges are to be proposed in the tender as lump sum amount and 75% is payble for excavation and 25% is payble for construction of well/ gallery out of 75% excavation , breakup shall be as under\n25% for last 1 M depth \n20% for 2 M depth which just above last 1 M depth \n15% for 2 M depth which just above last 3 M depth \n15% for the rest of depth from water table level \n 3. The provision made for dewatering in the tender being on lumpsum basis the same shall have reduced / increased proporpotionatly as the lenght of approach channel , connecting main or approach bridge reduced/ increased during actual exeuction \nFor 6 m dia.Jackwell & Pump house\n 1 No
68 68 Item No. 25:-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. 1688.87 Cum
69 69 Item No. 26:-Providing and applying two coats of Exterior acraylic emultion paint confirming to corresponding I.S of approved manufacture and of approved colour to the plastere surfaces including cleaning,preparing the plaster surface,applying primer coat,scaffolding if necessary,and watering the surface of two days etc complete\nLift 0 to 3.75 M 80.43 Sqm
70 70 Lift 3.75 to 7.50 M 49.1 Sqm
71 71 Item No.27\nProviding & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. Spec. No. : Bd.P.5 Page No. 413\nLift 0 to 3.75 M 73.53 Sqm
72 72 Lift 3.75 to 7.50 M 42 Sqm
73 73 Item no :- 28 -Painting letters upto 20 cm height complete brushes, coir brushers, dusting, cleaning, including cost of paint etc. complete. 300 No.
74 74 Item No.29:-Providing and fixing 80 mm dia A.C./ P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts, etc. complete. 13.65 Rmt
75 75 Item No.30:-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. 790 kg
76 76 Item No.31:-Providing and submitting the RCC Structural design in 6 sets of jackwell & pump house from the reputed structural consulant who has the experience of the same design and third party checking & approval of the same design from the Govt. College of Engineering or Reputed Engineering Collage and final approval from Superintending Engineer, M.J.P. Circle, Nashik 1 job
77 77 Sub Work No:- 3 Approach Bridge , Length 250 m.Approach Bund , Length 250 m\nItem 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 following lift and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. Lift 0.00 to 1.50 m 1424.01 Cum
78 78 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 baricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 1.50 to 3.00 M 380.47 Cum
79 79 Item no-3 'Providing and laying in situ,Cement concrete. of trap/granite/quartzite/gneiss metal for PCC work below foundtion and footing incluing Normal dewatering,plywood form work, compaction finishing and curing, etc. complete. \nPCC (1:2:4) ie M - 150 Lift 0 to 5.00 M 88.23 Cum
80 80 Item no-4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of Ultratech, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) \nFor RCC M-300 grade all type of footings Lift 0.00 to 3.00 M 158.85 Cum
81 81 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, plywood form work,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 Ultratech, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )\nFor RCC M-300 grade all type of columns Lift 0.00 to 3.50 M below GL 26.79 Cum
82 82 Lift 0.00 to 3.50 M Above GL 69.44 Cum
83 83 Lift 3.50 to 7.00 M Above GL 47.4 Cum
84 84 Lift 7.00 to 10.50 M Above GL 1.05 Cum
85 85 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, ,plywood form work,bully/steel prop ups 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 Ultratech, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)\nFor RCC M-300 grade beam/ braces/ Lintels Lift 0.00 to 3.50 M 55.03 Cum
86 86 Lift 3.50 to 7.00 M 42.44 Cum
87 87 Lift 7.00 to 10.50 M 5.89 Cum
88 88 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, 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 Ultratech, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)\nFor RCC M-300 grade slab Lift 3.50 to 7.00 M 102.5 Cum
89 89 Lift 7.00 to 10.50 M 22.5 Cum
90 90 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 designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, 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 foUltratech, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)\nFor Retaining wall in M -300 grade Lift 0.00 to 5.00 m 87.33 Cum
91 91 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) \nTor steel Lift 00 to 5.00 m 61.93 MT
92 92 Item no :- 10 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. 500 Rmt
93 93 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. 1443.29 Cum
94 94 Item no :- 12 Providing and applying two coats of Exterior acraylic emultion paint confirming to corresponding I.S of approved manufacture and of approved colour to the plastere surfaces including cleaning,preparing the plaster surface,applying primer coat,scaffolding if necessary,and watering the surface of two days etc complete . 2226 Sqm
95 95 Item no :- 13 Dewatering charges for head works in dam submergence by using pumps and other devices including disposing off water to safe distance as directed by Engineer- in- charge including cost of machinery, labour, fuel etc complete.\n'NOTE:-\n' 1. The contractor at his request may be allowed to start construction of masonary staining so as not to allow silting of well in coming mansoon and while paying masonary 25% amount shall be witheheld and released only when excavation to the full depth is completed. \n' 2. Dewatering :- Total dewatering charges are to be proposed in the tender as lump sum amount and 75% is payble for excavation and 25% is payble for construction of well/ gallery out of 75% excavation , breakup shall be as under \n'25% for last 1 M depth \n'20% for 2 M depth which just above last 1 M depth \n'15% for 2 M depth which just above last 3 M depth \n'15% for the rest of depth from water table level \n' 3. The provision made for dewatering in the tender being on lumpsum basis the same shall have reduced / increased proporpotionatly as the lenght of approach channel , connecting main or approach bridge reduced/ increased during actual exeuction \n'a)  For RCC Approach bridge 250 Rmt
96 96 Item no :- 14 Providing expansion joints with 25 mm Thick bituminous pad as per detailed drawings 6 Sqm
97 97 Item no :- 15 Providing and submitting the RCC Structural design in 6 sets of R.C.C. Approach Bridge from the reputed structural consulant who has the experience of the same design and third party checking & approval of the same design from the Govt. College of Engineering or Reputed Engineering Collage and final approval from Superintending Engineer, M.J.P. Circle, Nashik 1 No
98 98 Item no :- 16 Providing earth work in embankment with approved materials obtained from departmental land upto lead 50m .including all lifts,laying in layers of 20 cm to 30 cm thickness breaking clods,dressing to the required lines,curves,grades & section,watering and compaction with vibratory roller to achieve not less than 97% of standard proctor density etd. complete. \nMaterial obtained from departmental land 466.13 Cum
99 99 Item no :- 17 Providing earth work in embankment with approved materials obtained from other sources upto lead 50m .including all lifts,laying in layers of 20 cm to 30 cm thickness breaking clods,dressing to the required lines,curves,grades & section,watering and compaction with vibratory roller with V-sat attachment to achieve not less than 97% of standard proctor density etd. complete. Material obtained from other sources for 1 Km Lead 466.13 Cum
100 100 Item no :- 18 Providing dry rubble stone pitching 23 cm (about 9" ) thick including all material, quarry spalls, labour etc. complete. 1365.96 Sqm
101 101 Item no :- 19 Royalti charges to be paid to Revenue Department as per Govt. of maharashtra notification on dated 11.5.2015 after submitting paid challon from Revenue Department 982.98 Cum
102 102 Sub Work no :- 4 Raw Water Pumping Machinery (50 HP VT)\nItem No 1 :\nProviding, 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 208320 LPH against total head of 40 m from all sources including all allied accesories 2 No
103 103 Item No 2 : Providing, erecting and giving test and trial of vertical hollow shaft 50 HP VHS motor 1500 RPM, squirrel cage induction motor, conforming to IS 325 having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-3% with "F" class insulation temperature rise limited to class "B" insulation. 2 No
104 104 Item No 3 :Providing erecting and giving test and trial of Fully Automatic, Auto Transformer Starter with Air Break Contactor, assembled locally with contactors of approved make in 14 SWG sheet steel fabricated, floor mounted type cubical pane as per detailed specifications suitable for 60 HP (200 / 70 / 70) 2 No
105 105 Item No 4 : \nProviding and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resilient seated glandless sluice valves with handwheel &\nwithout bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/ 15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nutof brass,shaft of stainless steel1.4021/1.4104, stem seals min. 3nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable fordrinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 250 mm Dia PN 1.0 2 No
106 106 Item No 5 : \nProviding and supplying ISI mark CI D/F reflux valves (non-return valves ) of dia 250mm PN-1 including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) 2 No
107 107 Item No 6 : \nProviding and supplying kinetic double orifice type Air valve as per IS 14845 and MJP Std Specification of approved make and quality of dia 50 mm PN 1.0 including all statutary duties and taxes such as GST levied by Gol and GoM in all respect , rly frieght inspection charges unloading from rly wagon loading in to truck, transportatin upto Dept store/ site unloading and stacking etc complete 1 No
108 108 Item No 7 : \n'Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).\n50 mm dia. PN 1.0 1 No
109 109 Item No 8 :\nProviding 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 outsideincluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. 800 kg
110 110 Item No 9 :\nProviding, fabricating, 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. 150 Kg
111 111 Item No 10 : \nProviding and making flanged joints to flanged C.I./ M.S. pipes of all lasses/ specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.\n250 mm dia. 15 No
112 112 Item No 11 : \nProviding, erecting and testing Glyscerine filled pressure gauge Bourdon's type of 100 mm dia as per IS 3624 : 1987 with brass cock, syphon tube etc.as per standerd specification. 2 No
113 113 Item No 12 : Designing, 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 No
114 114 Item No 13 : \nA) 3.5 core 120 sqmm Al.Cable\nAlluminium armoured 3.5 core x 120 sqmm. Cable from MSEDCL supply point to Incommer in panel board.\n 40 Mtrs.
115 115 \nA) 3.5 core 120 sqmm Al.Cable\nAlluminium armoured 3.5 core x 120 sqmm. Cable from MSEDCL supply point to Incommer in panel board.\n 20 Mtrs.
116 116 Item No 14 : \nSupplying, installing, testing & commissioning 3 phase, 11/0.433 kV, 50 Hz., 63 kVA, oil immersed and naturally cooled outdoor type, copper wound transformer, delta/star connected with additional neutral brought out on load side, temperature rise should not exceed 40oC by thermometer in oil and 45oC by the resistance in winding at full load rating, with HV tapping (with off load tap changer) off load +5 to -10 in steps of 2.5%, with standard accessories complete with test certificate with losses below 1510 Watts at 50% load, 4300 Watts at 100% load as per IS:1180 - 2014 energy efficiency level II, with necessary permissions of Electrical Inspector, as per specification no SS- TR. 1 No
117 117 Item No 15 : Providing,errecting,commissioning, testing Double Pole Transformer substation suitable for 63 kVA transformer with all accessories etc complete 1 No
118 118 Item No 16 : \nProviding earthing with Galvanised cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification. 2 No
119 119 Item No 17 :Lifting Arrangement \nA) 3 Ton Capacity (6 Meter Span) Chain Pulley Block 1 No.
120 120 B) 3 Ton Capacity Travelling Trolley 1 No.
121 121 C) ISMB of suitable size 0.5 No.
122 122 Item No 18 : A Full Bore EMF meter\nProviding, installing & giving satisfactory field testing of Full Bore Electro magnetic Flow Meter as per detailed specification. a) 250 mm dia 1 No
123 123 b) 200 mm dia 1 No.
124 124 c) 150 mm dia 2 No.
125 125 d) 100 mm dia 4 No.
126 126 Item No 19 : \nDISMANTLING JOINT Providing, erecting and commissioning M.S. Dismantling joint as per requirement and Department's approved drawing and specifications, including machining and rubber rings and suitable for 16 kg/cm2 working pressure with required flanges of suitable size with nut bolts etc complete. The joint should have through long bolts so \nthat during normal working pressure there should be no sliding movement of sliding flanges. L.O.F. ( length over flange ) should not be less than 75% of dia.a) 250 mm dia 1 No
127 127 b) 200 mm dia 1 No.
128 128 Item No 20 : \nElectrification Indoor & Outdoor Electrification as per detailed specifications for the pump house and premises 1 No.
129 129 Item No 21 : \nTools Providing best quality of tools for operation and maintenance of scheme as per detailed specifications 1 Set
130 130 Sub Work No:- 5- \nRaw Water Rising Main (from Jack well to WTP A.F.) 300 mm dia. D.I. K-9 L=900 m\nItem 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, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. 1000 Kg
131 131 Item no- 2 Supply of C. I. Mechanical Compression Flanged / Socket Tailpiece (Popularly known as I TM Flanged / Socket Tailpiece) suitable for making flanged connection with the plain barrel of C. I. Spun Pipes ( as per - IS - 1536 /2001) and D. I. Pipes ( as per IS: 8329 / 2000).The Tailpiec to be supplied complete with sealing rubber gasket of S.B.R, C.I. Follower Glands and M.S. Nut Bolts.The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. The rates are inclusive of cost of material, freight charges, loading, transportation and unloading at departemental store, excluding GST levied by Gol and GoM in all respect, etc. complete as directed.300 mm dia 5 No.
132 132 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nM.J.Collar/ Coupling.300 mm dia\n 5 No.
133 133 Item no- 4Providing 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket 90 Degree Bends.300 mm dia\n 2 No.
134 134 Item no- 5 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket 45 Degree Bends.300 mm dia 2 No.
135 135 Item no- 6Providing 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket 22.5 Degree Bends.300 mm dia 2 No.
136 136 Item no- 7 '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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket 11.25 Degree Bends.300 mm dia 2 No.
137 137 Item no- 8'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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket tee with Flange Branch PN-10 300 x300 x 80 mm dia for Air valve\n 2 No.
138 138 Item no- 9 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, unloading, stacking excluding GST levied by GOI & GOM in all respect etc.complete.\nReflux valves as per I.S.5312 Part I (1984) 300 mm dia. PN 1.6 1 No.
139 139 Item no-10 Providing double flanged Sluice Valves conforming to IS- 14846 including worm 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 -1.6 1 No.
140 140 Item no- 11 Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 50 mm dia. Double ball Flanged PN 1.6 2 No.
141 141 Item no- 12 'Excavation for pipe trenches for works of Raw water Rising Main,Transmission mains,gravity mains,distribution system and for all types of pipe materials in all types of earthy or sandy materials,soil of all type of sand,clay mud,soft average or hard murum,all type of disintegrated rock ,shingles,brick bats ,isolated boulders of any size,all type of rock incluing soft ,hard and manjara rock by permissible and suitable methods such as blasting,controlled blasting,chiselling,wedging,line drilling and or /by use of mechanical means including excavation in all type of road surfaces such as WBM, Asphalt,concrete road,including trimming the surface by chiselling whenever required including removing the roots of trees met with during excavation levelling the bed and keeping it clean and dry by dewatering and making ready for lowering,laying of pipe, manual dewatering,excluding backfilling including removing the excavated stuff upto a distance of 50 m beyond the work site and stacking the same as directed by Engineer in charge etc.complete for lift as mentioned below..\nNote:- No payment will be made unless final depth of excavation is reached.Lift 0.00 to 1.50 M. 668.26 Cum
142 142 Item no - 13 ''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. 74.25 Cum
143 143 Item no - 14 Lowering laying and jointing with SBR ruber gaskets D.I. S/S pipes of various classes with DI / 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. 300 mm dia. 'K-9' 900 Rmt
144 144 Item no - 15 'Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc.complete. (Rate for all class of valves.) 300 mm dia reflux/sluice valves 2 No
145 145 Item no - 16 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).50 mm dia. Double ball Flanged PN 1.6 2 No
146 146 Item no- 17 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.(Wall thickness - 0.23 m for depth of 1.20 m ) Size 90 x 60 x 120 cm. 2 No
147 147 Item no- 18 Providing and laying in situ,Cement concrete. of trap/granite/quartzite/gneiss metal for PCC work below foundtion and footing incluing Normal dewatering,plywood form work, compaction ,finishing and curing, etc. complete.PCC M - 150 28.93 CuM
148 148 Item no- 19 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. ( Use of Ultratech, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) . RCC M- 200 forThrust Block 4.08 CuM
149 149 Item no- 20 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. 522.12 CuM
150 150 Item no- 21 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.) 200 to 400 mm dia. Foundation on murum and Hard Strata 2 No
151 151 Item no- 22 Providing and fixing in position steel bar reinforcement of various diameters 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 to 5 M 0.41 Mt
152 152 Item no- 23 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 D.I. K-9 0.9 KM
153 153 Item no- 24 Giving satisfactory hydraulic testing of C.I./D.I. Reflux valve,Butterfly valves and Sluice valve 2 No
154 154 Sub Work No:- 6- Construction of UnConventional Water Treatment Plant of Cap 4.5 MLD\nItem no :- 1 Designing (aesthetically), providing and constructing high rate Unconventional Water Treatment Plant i.e. Simplified Water Treatment Plants consisting of Civil 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 variours sub-works as given below : including necessary hydraulic testing, structural testing and trial run for 3 months, etc. complete as directed by Engineer-in-charge . (turn-key job ).\n1) Aeration fountain\n2) Inlet arrangements\n3) Mixing channel with ventury flume and flow measuring arrangement\n4) Inlet channel\n5) Flocculator - Conforming to I.S. 7208- 1974 (Type-C) with detention period of 30 minutes\n6) Tube settlers - Designing, fabricating and constructing Tube Settlers with square or any other shaped tube like Circular, Cheveron, Hexagonal etc. having proven performance.\n7) Rapid sand gravity filters\n8) Filter house\n9) Chemical house\n10) Alum tanks - 2 Nos. with mixing, carrying and dosing arrangements with piping.\n11) Gravity feed gas chlorinator with 100% standby.\n12) TCL solution tank with mixing, carrying and dosing arrangement with piping.\n13) Bye-pass arrangement\n14) External and internal electrification\n15) Laboratory equipments\n16) Wash water tanks of capacity equal to 2% of designed quantity of filtered water in a day (+)10%.\n17) Wash water pumps with 100% standby.\n18) Pure water pump house by the side sump which is to be used as store room/ rest room\n19) Drainage arrangements\n20) Alum store\n21) Sanitary block with necessary water supply and drainage arrangements and internal WBM roads.\n22) These rates are applicable for seismic zones 2, 3 and 4.\n23) Rates given below are inclusive of uplift pressure if any and dewatering during the entire work.\n24) All RCC structures shall be constructed in M-300.\n25) Unconventional Treatement Plants having capacity above 3 MLD Blower shall be included. \n26) Unconventional Treatement Plants upto 5 MLD capacity 100 Kg. chlorine cylinder shall be provided and capacity above 5 MLD chlorine tunner shall be provided.\n27) All valves required in WTP shall be glandless instead of traditional valve.\n28) All railings required for WTP shall be stainless steel Pipe railing instead of G.I.Pipe railing.\n29) External painting for WTP shall be in acrylic emulsion with silicon additives paint instead of waterproof cement paint.\n30) Internal flooring for WTP shall be in Ceramic tiles instead of Mosaic tiles..\n31) " All the structural steel works /fabrications are to be provided with application of Hot Dip Zinc coating according to specificationa as per IS 4759:1996 ( Reaffirmes 2006)\nNote:- Conditions from Sr.No. 1 to 31 shall form a part and parcel of the tender for the work of unconventional treatment plants.\nUnconventional Water Treatment Plant Capacity - 3.00 MLD 1 No
155 155 Item no :- 2 Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sump cum Ground M.B.R. 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 C.I./ M.S. D/F. pipes, specials and valves of given diameters.\nproviding and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C.I. Manhole frame and cover, at top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of acrylic emulsion with silicon additives paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications.Anti-termite treatment shall be given for underground portion of the structure. \nNote:-\n1. The designing shall be in accordance with various relevant I.S. specification ( I.S. 456/2000, I.S. 875- 1987, I.S. 3370-1965 or revised\n2. Only M.S bars grade I confirming to I.S. 432 Part_I or high yield strength deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used grade II M.S. bars shall not be used\n3) Entire structure shall be in M-300 only.\n4) The scope of pipe assembly work shall be upto 5 Meter beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included\n5) The G.S.R./ Sump above 15 lakh liter capcity shall be in two compartment\n6) The job includes designing the structure for uplift pressure and dewatering if require duing entire execution and disposal of surplus excavated stuff with in lead of 50 Meters as directed by Engineer-in-charge.\n7) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate Sump well includes cost of suction pit required at bottom.\n8. For pipes diameters upto 300mm only CI pipes and CI specials shall be used. For pipe diameters above 300mm M.S. pipes and specials of thickness minimum 10mm shall be used with proper anticorrosive epoxy treatement from inside and outside\n9) Cost of pump house is not included in these rates.\n10) Above rates are applicable for seismic zones- 2,3, and 4\n11) 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R's and sumps till satisfactory hydraulic testing for water tightness test is given ; and till that work shall be treated as incomplete.\nNote:-1) Condition from Sr.No.1 to 11 shall form a part and parcel of tender for work of RCC GSRs and sump.\nSump cum Ground M.B.R. Capacity Capacity 333000 Litres 1 No
156 156 Sub Work No:- 7 - Pure Water Gravity Main from WTP MBR to Various ESR 's ( 100 mm to 250 mm dia. D.I. K-7 Total Length = 46470 M\nItem no-1 Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading , unloading including all taxes , etc. complete.As per IS 9523\n80 to 300 mm dia. 20000 Kg
157 157 Item no-2 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 GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete. Double flanged specials,All socketted specials or socketted branch flanged specials Plain ended specials or plain ended branch flanged specials of all diameters 3000 Kg
158 158 Item no-3 Supply of C. I. Mechanical Compression Flanged / Socket Tailpiece (Popularly known as I TM Flanged / Socket Tailpiece) suitable for making flanged connection with the plain barrel of C. I. Spun Pipes ( as per - IS - 1536 /2001) and D. I. Pipes ( as per IS: 8329 / 2000).The Tailpiec to be supplied complete with sealing rubber gasket of S.B.R, C.I. Follower Glands and M.S. Nut Bolts.The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. The rates are inclusive of cost of material, freight charges, loading, transportation and unloading at departemental store, excluding GST levied by Gol and GoM in all respect, etc. complete as directed.250 mm dia 100 No
159 159 200 mm dia 20 No
160 160 150 mm dia 50 No
161 161 100 mm dia 50 No
162 162 80 mm dia 10 No
163 163 Item no-4 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nM.J.Collar/ Coupling. 250 mm dia 100 No
164 164 200 mm dia 20 No
165 165 150 mm dia 20 No
166 166 100 mm dia 20 No
167 167 80 mm dia 10 No
168 168 Item no-5 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket 90 Degree Bends 250 mm dia 80 No
169 169 200 mm dia 5 No
170 170 150 mm dia 2 No
171 171 100 mm dia 25 No
172 172 Item No. 6\nProviding 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket 45 Degree Bends\n250 mm dia 60 No,
173 173 200 mm dia 2 No,
174 174 150 mm dia 1 No,
175 175 100 mm dia 15 No,
176 176 Item No. 7\nProviding 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket 22.5 Degree Bends\n\n250 mm dia 50 No,
177 177 200 mm dia 2 No,
178 178 150 mm dia 1 No,
179 179 100 mm dia 13 No,
180 180 Item No. 8\nProviding 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket 11.25 Degree Bends\n250 mm dia 40 No.
181 181 200 mm dia 1 No.
182 182 150 mm dia 1 No.
183 183 100 mm dia 10 No.
184 184 Item No.9\nProviding 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble Socket tee with Flange Branch PN-10\n250 x250 x 150 mm dia 40 No.
185 185 250 x250 x 80 mm dia 100 No.
186 186 200 x200 x 100 mm dia 5 No.
187 187 200 x200 x 80 mm dia 10 No.
188 188 150 x150 x 100 mm dia 2 No.
189 189 150 x150 x 80 mm dia 2 No.
190 190 100 x100 x 80 mm dia 35 No.
191 191 Item No. 10\nProviding 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 upto store excluding GST levied by GOI & GOM in all respect etc.complete.\nDouble socket Concentric Reducer 300 x 250 mm 3 No.
192 192 250 x 200 mm 3 No.
193 193 200 x 150 mm 3 No.
194 194 150 x 100 mm 3 No.
195 195 100 x 80 mm 3 No.
196 196 Item No. 11\nProviding and supplying double flange sluice valves confirming for IS-14846 including warn gear arrangement as per test pressure stainless steel spindle caps Including inspection Charges,transportation upto Departmental Store, unloading ,stacking Excluding GST levied by Gol and GoM in all respect ,etc complete.250 mm dia. Sluice valve PN 1.0 11 No.
197 197 250 mm dia. Sluice valve PN 1.6 25 No.
198 198 200 mm dia. Sluice valve PN 1.6 2 No.
199 199 150 mm dia. Sluice valve PN 1.6 2 No.
200 200 100 mm dia. Sluice valve PN 1.6 11 No.
201 201 150 mm dia. PN 1.0 for scour 11 No.
202 202 150 mm dia. PN 1.6 for scour 25 No.
203 203 100 mm dia. PN 1.6 for scour 2 No.
204 204 80 mm dia. PN 1.6 for scour 8 No.
205 205 Item No. 12\n'Providing and fixing in position and jointing high performance C. I. Air valves for water combination type ( Kinetic air valve along with automatic air valves ) double ball, double orifice with stainless steel ball, tamper proof air vents rolling seal mechanism for air release and anti vacuum application designed for 16 Kg. Per sq. cm. working pressure and tested for 20 for kg per sq. cm. pressure. ( Rate to include cost of gaskets, bolt, nut and any other material required for jointing and its transportation etc. excluding GST levied by GOI & GOM in all respect. C. I. ARV FLFF PN 1.6 - 50mm Dia. 134 No.
206 206 Item No. 13\nManufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes ( Commercial Quality) including procurements of plates, gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge 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 and GoM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).457 mm dia 7.10 mm thick 120 Rmt
207 207 Item No :- 14 Providing and applying of elastomeric (450% elongation), thermoplastic,fire retardant, coating skin tensile strength 18 to 21 kg/cm2, antifungal, antibacterial, anticorrosive, graft co-polymer coating on external pipe lines in unlaid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metal surface, 50 Micron DFT inner coat and 50 Micron DFT of top coat.457 mm dia 7.10 mm thick 172.31 Sqm
208 208 Item no-15 Providing and applying of elastomeric (450% elongation), thermoplastic,fire retardant, coating skin tensile strength 18 to 21 Kg/cm2, antifungal, antibacterial, anticorrosive, graft co-polymer coating on internal surface of pipe lines. 100 Micron DFT of site bondinggrade with steel surface and 100 Micron DFT of top coat. 457 mm dia 7.10 mm thick 166.95 Sqm
209 209 Item No.16-Excavation for pipe trenches for works of Raw water Rising Main,Transmission mains,gravity mains,distribution system and for all types of pipe materials in all types of earthy or sandy materials,soil of all type of sand,clay mud,soft average or hard murum,all type of disintegrated rock ,shingles,brick bats ,isolated boulders of any size,all type of rock incluing soft ,hard and manjara rock by permissible and suitable methods such as blasting,controlled blasting,chiselling,wedging,line drilling and or /by use of mechanical means including excavation in all type of road surfaces such as WBM, Asphalt,concrete road,including trimming the surface by chiselling whenever required including removing the roots of trees met with during excavation levelling the bed and keeping it clean and dry by dewatering and making ready for lowering,laying of pipe, manual dewatering,excluding backfilling including removing the excavated stuff upto a distance of 50 m beyond the work site and stacking the same as directed by Engineer in charge etc.complete for lift as mentioned below..\nNote:- No payment will be made unless final depth of excavation is reached.Lift 0.00 to 1.50 M. 48729.1 Cum
210 210 Item No. 17\nFilling 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 For murum bedding 5729.29 Cum
211 211 Item No. 18:-Lowering laying and jointing with SBR ruber gaskets D.I. S/S pipes of various classes with DI / 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. 100 mm dia. D.I K-7 7830 Rmt
212 212 150 mm dia. D.I K-7 240 Rmt
213 213 200 mm dia. D.I K-7 2115 Rmt
214 214 250 mm dia. D.I K-7 36285 Rmt
215 215 Item no :-19 Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc.complete. (Rate for all class of valves.)\n250 mm dia 36 No
216 216 200 mm dia 2 No
217 217 150 mm dia 38 No
218 218 100 mm dia 13 No
219 219 80 mm dia 8 No
220 220 Item no :- 20\n Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). C. I. ARV FLFF PN 1.6 - 50mm Dia. 134 No
221 221 Item no-21 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. 40464.6 Cum
222 222 Item no-22 Reinstating of Road Surface to its original condition including soling, metalling & or tarring, consoliation etc complete as directed & as per detailed specifications.Reinstating of Concrete Road 2323.5 Sqm
223 223 Reinstating of Bituminous Road 929.4 Sqm
224 224 Item no-23 \nProviding 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 Murun and Harder Strata. upto 150 mm 24 No
225 225 200 to 400 mm dia. 110 No
226 226 Item no-24 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.200 mm dia to 499 mm dia M.S.pipe 120 Rmt
227 227 Item no-25 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete 2000 BHP/Hr
228 228 Item no-26 Providing & Constructing Air vent shaft at MBR of dia. 150 mm dia.above FSL including all materials, labour, concrete block, concrete around periphery of shaft etc. complete. 150 MM dia G.I. C class pipe with flange 7 Rmt
229 229 Item no-27 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.Size 90 x 60 x 120 cm. 97 No
230 230 Item no-28 Repairing the damaged water supply pipelines during excavation of new Pure water gravity main by replacing new PVC pipes including all cost of materials and labour etc complete as directed by Engineer- in -charge & as per detailed specifications.75 mm dia 200 No
231 231 90 mm dia 800 No
232 232 110 mm dia 700 No
233 233 140 mm dia 200 No
234 234 Item no :- 29\nProviding and laying in situ,Cement concrete. of trap/granite/quartzite/gneiss metal for PCC work below foundtion and footing including Normal dewatering,plywood form work, compaction finishing and curing, etc. complete. PCC (1:2:4) ie M - 150 621.83 Cum
235 235 Item no.30 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. ( Use of Ultratech, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) RCC M- 200 forThrust Block 115.52 Cum
236 236 Item no.31 Providing and fixing in position steel bar reinforcement of various diameters 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 to 5 M 11.55 Mt
237 237 Item no.32 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. 100 mm dia. D.I K-7 7.83 Km
238 238 150 mm dia. D.I K-7 0.24 Km
239 239 200 mm dia. D.I K-7 2.12 Km
240 240 250 mm dia. D.I K-7 36.29 Km
241 241 Item no.33 Giving satisfactory hydraulic testing of C.I./D.I. Reflux valve,Butterfly valves and Sluice valve 250 mm dia. Sluice valve PN 1.0 11 No
242 242 250 mm dia. Sluice valve PN 1.6 25 No
243 243 200 mm dia. Sluice valve PN 1.6 2 No
244 244 150 mm dia. Sluice valve PN 1.6 38 No
245 245 100 mm dia. Sluice valve PN 1.0 2 No
246 246 100 mm dia. Sluice valve PN 1.6 11 No
247 247 80 mm dia. Sluice valve PN 1.6 8 No
248 248 Sub Work no :- 8 Dismentaling of RCC ESR Cap 2.00 Lakh Litrs @ Nampur Gaothan,0.20 Lakh Litrs @ Nalkas Villageand 0.50 Lakh Litrs @ Sarde Village, Item No- 1 Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./ G.I. pipes, valves, bends, etc. to the Department However taking steel reinforcement by the dismantling agency including removing dismantled materials from site and disposing them at suitable place as directed, etc.complete.'i) Conjusted area (Nampur Gaothan ESR) 200000 Lit
249 249 ii) Conjusted area (Nalkas ESR) 20000 Lit
250 250 iii) Conjusted area (Sarde ESR) 50000 Lit
251 251 Sub Work no :- 9 Construction Of RCC ESR Cap 4.65 Lakh Litrs @ Nampur Gaothan\nItem no :- 1 Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. \nproviding and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C. I. manhole frame and covers, water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.\nNotes:\n1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)\n2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.\n3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracing is also obligatory.\n4.. The entire structure shall be in M 300 mix only.\n5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.\n6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.\n7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.\n8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300\n9. These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.\n10. All condition given in the Member Secretary"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.\n11.. 75% part rate shall be payable for reinforced concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete.\nCapacity 2,00,000 Liters,Staging height-12 M, SBC- 15 MT/ M2 1 No
252 252 Item no :- 2 Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pip 200 mm dia D.I. Pipe 25 RMT
253 253 250 mm dia D.I. Pipe 65 RMT
254 254 Item no :- 3 'Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores, loading , unloading Excluding GST levied by GI & GOM in all respect,etc. complete.As per IS 9523 80 to 300 mm dia DIDF Specials. 500 Kg
255 255 Item no :- 4 Providing and supplying double flange sluice valves confirming for IS-14846 including warn gear arrangement as per test pressure stainless steel spindle caps Including inspection Charges,transportation upto Departmental Store,unloading,stacking excluding GST levied by Gol and GoM in all respect , etc complete. A) Sluice Valves P.N.-1.0 200 mm 1 No
256 256 250 mm 2 No
257 257 150 mm 1 No
258 258 Sub Work no :- 10 Construction Of RCC ESR Cap 0.28 Lakh Litrs @ Nalkas Village\nItem no :- 1 Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. \nproviding and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C. I. manhole frame and covers, water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.\nNotes:\n1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)\n2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.\n3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracing is also obligatory.\n4.. The entire structure shall be in M 300 mix only.\n5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.\n6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.\n7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.\n8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300\n9. These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.\n10. All condition given in the Member Secretary"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.\n11.. 75% part rate shall be payable for reinforced concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete.\nCapacity 2,00,000 Liters,Staging height-12 M, SBC- 15 MT/ M2 1 No
259 259 Item no :- 2 Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pip 100 mm dia D.I. Pipe 21 RMT
260 260 150 mm dia D.I. Pipe 53 RMT
261 261 Item no :- 3 'Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores, loading , unloading Excluding GST levied by GI & GOM in all respect,etc. complete.As per IS 9523 80 to 300 mm dia DIDF Specials. 220 Kg
262 262 Item no :- 4 Providing and supplying double flange sluice valves confirming for IS-14846 including warn gear arrangement as per test pressure stainless steel spindle caps Including inspection Charges,transportation upto Departmental Store,unloading,stacking excluding GST levied by Gol and GoM in all respect , etc complete. A) Sluice Valves P.N.-1.0 100 mm 1 No
263 263 150 mm 3 No
264 264 Sub Work no :- 11 Construction Of RCC ESR Cap 0.86 Lakh Litrs @ Sarde Village\nItem no :- 1 Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. \nproviding and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C. I. manhole frame and covers, water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.\nNotes:\n1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)\n2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.\n3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracing is also obligatory.\n4.. The entire structure shall be in M 300 mix only.\n5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.\n6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.\n7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.\n8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300\n9. These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.\n10. All condition given in the Member Secretary"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.\n11.. 75% part rate shall be payable for reinforced concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete.\nCapacity 2,00,000 Liters,Staging height-12 M, SBC- 15 MT/ M2 1 No
265 265 Item no :- 2 Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pip 100 mm dia D.I. Pipe 21 RMT
266 266 150 mm dia D.I. Pipe 53 RMT
267 267 Item no :- 3 'Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores, loading , unloading Excluding GST levied by GI & GOM in all respect,etc. complete.As per IS 9523 80 to 300 mm dia DIDF Specials. 220 Kg
268 268 Item no :- 4 Providing and supplying double flange sluice valves confirming for IS-14846 including warn gear arrangement as per test pressure stainless steel spindle caps Including inspection Charges,transportation upto Departmental Store,unloading,stacking excluding GST levied by Gol and GoM in all respect , etc complete. A) Sluice Valves P.N.-1.0 100 mm 1 No
269 269 150 mm 3 No
270 270 Sub Work no :- 12 Providing Lowering, Laying & Jointing HDPE Pipes for Distribution System 75 mm to 250 mm dia HDPE, Total length 32248 M\nItem no:- 1 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 (Latest version) with nesessary jointing material like mechanical connector i. e.thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same inclosed shade duly protecting from sunrays & rains, excluding GST levied by GOI & GOM in all respect etc. complete..\nHDPE PE100, 6 kg/cm2\n750 mm dia 658 RMT
271 271 90 mm 25955 RMT
272 272 110 mm 2510 RMT
273 273 140 mm 828 RMT
274 274 160 mm 200 RMT
275 275 180 mm 1369 RMT
276 276 200 mm 275 RMT
277 277 250 mm 453 RMT
278 278 Item No. 2a :-\nProviding 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 GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.\nOnly Flanges with machining and drilling holes etc complete 300 Kg
279 279 Item No.2b-\nProviding & 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, ransportation up to store, transit insurance, loading, unloading,stacking excluding GST levied by GOI & GOM in all respect, etc. complete. \nCouplers \nCouplers 75 mm 10 No
280 280 Couplers 90 275 No
281 281 Couplers 110 30 No
282 282 Couplers 140 10 No
283 283 Couplers 160 2 No
284 284 Couplers 180 2 No
285 285 Couplers 200 2 No
286 286 Couplers 250 2 No
287 287 Equal Tee \nEqual Tee 75 3 No
288 288 Equal Tee 90 25 No
289 289 Equal Tee 110 5 No
290 290 Equal Tee 140 2 No
291 291 Equal Tee 160 2 No
292 292 Equal Tee 180 2 No
293 293 Equal Tee 200 2 No
294 294 Equal Tee 250 2 No
295 295 Elbow 90 deg\nElbow 90 Deg. 75\n 2 No
296 296 Elbow 90 Deg. 90 30 No
297 297 Elbow 90 Deg. 110 5 No
298 298 Elbow 90 Deg. 140 5 No
299 299 Elbow 90 Deg. 160 1 No
300 300 Elbow 90 Deg. 180 2 No
301 301 Elbow 90 Deg. 200 1 No
302 302 Elbow 90 Deg. 250 1 No
303 303 Elbow 45 deg\nElbow 45 Deg. 75\n 2 No
304 304 Elbow 90 Deg. 90 10 No
305 305 Elbow 90 Deg. 110 3 No
306 306 Elbow 90 Deg. 125 2 No
307 307 Elbow 90 Deg. 160 2 No
308 308 Elbow 90 Deg. 180 2 No
309 309 Elbow 90 Deg. 200 2 No
310 310 Elbow 90 Deg. 250 2 No
311 311 Reducer\nReducer 110X75 10 No
312 312 Reducer 110X90 30 No
313 313 Reducer 140X90 5 No
314 314 Reducer 160X90 5 No
315 315 Reducer 160X110 2 No
316 316 Reducer 180X140 1 No
317 317 Reducer 200X90 1 No
318 318 Reducer 200X110 1 No
319 319 Reducer 200X160 1 No
320 320 Reducer 250X110 1 No
321 321 Reducer 250X160 1 No
322 322 Reducer 250X200 1 No
323 323 End Cap\nEnd Cap 75 10 No
324 324 End Cap 90 70 No
325 325 End Cap 110 5 No
326 326 End Cap 140 2 No
327 327 End Cap 160 2 No
328 328 Reducing Tee\nReducing Tee 110 x 110 x 75\n 5 No
329 329 Reducing Tee 110 x 110 x 90 15 No
330 330 Reducing Tee 160 x 160 x 75 2 No
331 331 Reducing Tee 160 x 160 x 90 3 No
332 332 Reducing Tee 160 x 160 x 110 1 No
333 333 Reducing Tee 180 x 180 x 160 1 No
334 334 Reducing Tee 200 x 200 x 75 1 No
335 335 Reducing Tee 200 x 200 x 90 3 No
336 336 Reducing Tee 200 x 200 x 110 1 No
337 337 Reducing Tee 200 x 200 x 160 1 No
338 338 Reducing Tee 250 x 250 x 75 1 No
339 339 Reducing Tee 250 x 250 x 90 1 No
340 340 Reducing Tee 250 x 250 x 110 1 No
341 341 Reducing Tee 250 x 250 x 160 1 No
342 342 Reducing Tee 250 x 250 x 200 1 No
343 343 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint\nLNPE 75 4 No
344 344 LNPE 90 50 No
345 345 LNPE 110 10 No
346 346 LNPE 140 4 No
347 347 LNPE 160 8 No
348 348 LNPE 180 2 No
349 349 LNPE 200 6 No
350 350 LNPE 250 2 No
351 351 Item no :- 3\nProviding and supplying double flange sluice valves confirming for IS-14846 including warn gear arrangement as per test pressure stainless steel spindle caps Including inspection Charges,transportation upto Departmental Store,unloading,stacking Excluding GST levied by Gol and GoM in all respect , etc complete.A) C.I.D.F. Sluice Valve PN -1 65 mm dia 2 No
352 352 80 mm dia 25 No
353 353 100 mm dia 5 No
354 354 125 mm dia 2 No
355 355 150 mm dia 4 No
356 356 200 mm dia 3 No
357 357 250 mm dia 1 No
358 358 Item no. 4:- Suppling of C.I mechanical compression flanged/socket Tail Pieces (Popularly known as I MT flange/socket tail piece) suitable for making flanged connection with the plain barrel of C.I. spun pipes (As per I.S. 1536/2001) and D.I. pipes (As per I.S. 8329/2000) The tail piece to be supplied complete with sealing rubber gasket of S.B.R,CI follower glands & MS nut-bolts.The whole assembly should be mechanically & hydraulically tested to the provision as laid down in I.S. 1538/1993. The rates are inclusive of cost of material,freight charges,loading, transportation and unloading at departmental store. Excluding GST levied by GI & GOM in all respectetc etc. complete as directed.\n80 mm dia 5 No
359 359 100 mm dia 5 No
360 360 Item no:- 5 Supply of C.I. mechanical compression collar coupling suitable for C.I. spun pipes (as per IS-1536/2001) and complete with sealing rubber gasket of SBR, C.I., follower glands and M.S. nut bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538/1993). Excluding GST levied by Gol and GoM in all respect , etc complete.80 mm dia 5 No
361 361 ii) 100mm dia 5 No
362 362 Item no :- 6 Excavation for pipe trenches for works of Raw water Rising Main,Transmission mains,gravity mains,distribution system and for all types of pipe materials in all types of earthy or sandy materials,soil of all type of sand,clay mud,soft average or hard murum,all type of disintegrated rock ,shingles,brick bats ,isolated boulders of any size,all type of rock incluing soft ,hard and manjara rock by permissible and suitable methods such as blasting,controlled blasting,chiselling,wedging,line drilling and or /by use of mechanical means including excavation in all type of road surfaces such as WBM, Asphalt,concrete road,including trimming the surface by chiselling whenever required including removing the roots of trees met with during excavation levelling the bed and keeping it clean and dry by dewatering and making ready for lowering,laying of pipe, manual dewatering,excluding backfilling including removing the excavated stuff upto a distance of 50 m beyond the work site and stacking the same as directed by Engineer in charge etc.complete for lift as mentioned below..\nNote:- No payment will be made unless final depth of excavation is reached.\nLift 0 to 1.5 M 27253.3 CuM
363 363 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 2385 CuM
364 364 Item no :- 8 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. 1022 CuM
365 365 Item no :- 9 Lowering,laying and jointing HDPE pipes in proper position including all specials by compression fitting/Electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion Machine,Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc.and all the labouurs as directed by Engineer-in-charge as per IS-7634 Part II\na) 75 mm dia 6kg/Sq.cm pipes 658 RMT
366 366 90 mm 25955 RMT
367 367 110 mm 2510 RMT
368 368 140 mm 828 RMT
369 369 160 mm 200 RMT
370 370 180 mm 1369 RMT
371 371 200 mm 275 RMT
372 372 250 mm 453 RMT
373 373 Item No:- 10 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc. complete. (Rate for all class of valves.) A) C.I.D.F. Sluice Valve PN -1 65 mm dia 2 No
374 374 80 mm dia 25 No
375 375 100 mm dia 5 No
376 376 125 mm dia 2 No
377 377 150 mm dia 4 No
378 378 200 mm dia 3 No
379 379 250 mm dia 1 No
380 380 Item no :-11 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) 32 No
381 381 Item No :- 12 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportions 15 cm thick slab, 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 ) Valve Chamber with Cast iron frame and cover 'i) Size 0.90x0.6 x1.2 M 10 No
382 382 ITEM NO :- 13 Providing and laying in situ,Cement concrete. of trap/granite/quartzite/gneiss metal for PCC work below foundtion and footing incluing Normal watering ,plywood form work, compaction finishing and curing, etc. complete.P.C.C. M-150 (1:2:4) 229 Cum
383 383 Item no :- 14\nRefilling 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. 23344 Cum
384 384 Item no ;- 15 Reinstating of Road Surface to its original condition including soling, metalling & or tarring, consoliation etc complete as directed & as per detailed specifications.Reinstating of Concrete Road 12899.2 Sqm
385 385 Reinstating of Bituminous Road 1612.4 Sqm
386 386 Item no :- 16 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).\n80 mm 5 No
387 387 100 mm dia 5 No
388 388 150 mm dia 2 No
389 389 200 mm dia 2 No
390 390 250 mm dia 1 No
391 391 Item no :- 17 Hydraulic testing of H. 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 in clude cost of retesting, if necessary and reinstating to original position.\n75 mm 0.658 Km
392 392 90 mm 25.955 Km
393 393 110 mm 2.51 Km
394 394 140 mm 0.828 Km
395 395 160 mm 0.2 Km
396 396 180 mm 1.369 Km
397 397 200 mm 0.275 Km
398 398 250 mm 0.453 Km
399 399 Item no :- 18 Giving satisfactory hydraulic testing of C.I./D.I. Reflux valve,Butterfly valves and Sluice valve\n65 mm 2 No
400 400 80 mm dia 25 No
401 401 100 mm dia 5 No
402 402 125 mm dia 2 No
403 403 150 mm dia 4 No
404 404 200 mm dia 3 No
405 405 250 mm dia 1 No
406 406 Sub Work no :-13 Providing and fixing Chain Link fencing \nItem no :- 1\nExcavation 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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. 176.72 CuM
407 407 Item no :- 2\nExcavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 265.07 CuM
408 408 Item No. 3\nProviding and laying in situ,Cement concrete. of trap/granite/quartzite/gneiss metal for PCC work below foundtion and footing incluing Normal dewatering,plywood form work, compaction finishing and curing, etc. complete.PCC (1:2:4) ie M - 150 88.36 CuM
409 409 Item No. 4 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete. 368.16 CuM
410 410 Item No. 5 Providing and casting in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal, moulded or chamfered as per drawing or as directed for coping to plinth or parapet, including centering, form work, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, roughening them if special finish is to be provided and curing and finishing if required etc. complete. (The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed. The shuttering should be of waterproof plywood or tailer made angle and steel plate) 44.18 CuM
411 411 Item no :- 6 Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing complete 589.05 Sqm
412 412 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 vertical M.S Angle of 40 x 40 x 6 mm size 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 16 mm dia as hold fast including welding link with angle frame at 30 cm c / c 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 sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. Additional Item Spec. No. : As directed by Engineer in charge 654.5 Rmt
413 413 Item No.8 :- Providing and fixing M.S. Gate 2.50 m wide for compound with 40 mm dia M.S. black pipe /G.I. pipe of 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. 4 No
414 414 Item No.9:- Providing and fixing wicket gate 1.0 m wide for compound with 40 mm dia M.S. black pipe /G.I. pipe of medium class approved grill work RCC M-150side pillars of 25 cm x 40 cm x 2.50 m height its foundation, finishing painting etc complete. 4 No
415 415 Sub Work No:-14 Trial Run of scheme\nItem No-1\n'Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator,valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 year for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.\nNote : Required chemicals to be supplied by Department free of cost and electricity charges & Raw water charges to Water Resources department will also be paid by the Department. For regional schemes of Nampur & other 4 villages trial period shall be one year with raw water pumping ,one treatment plant with pump,raw water pumping main,leading main,ESR,BPT and Distribution System etc.(for one year) 1 Month
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