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