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Name Of Work: 100 % House Connection To Piped Water Supply To Village Sidhanai Of Sidhanai G.P. Under Aska Block, PWS to Village Sidhanai under Aska Block-Odisha

Rural Water Supply And Sanitation Circle has published Name Of Work: 100 % House Connection To Piped Water Supply To Village Sidhanai Of Sidhanai G.P. Under Aska Block. Submission Date for this Tender is 22-11-2021. Water Pipe Line Tenders in PWS to Village Sidhanai under Aska Block Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

29866737
Name Of Work: 100 % House Connection To Piped Water Supply To Village Sidhanai Of Sidhanai G.P. Under Aska Block
Indian
Odisha
PWS to Village Sidhanai under Aska Block
22-11-2021

Tender Details

Name Of Work: 100 % House Connection To Piped Water Supply To Village Sidhanai Of Sidhanai G.P. Under Aska Block

Key Value

Document Fees
INR 6000 /-
EMD
Refer document
Tender Value
INR 38.54 Lakhs /-

BOQ Items

Name of Work:100 % HOUSE CONNECTION TO PIPED WATER SUPPLY TO VILLAGESIDHANAIOF SIDHANAIG.P. UNDER ASKA BLOCK
Sl. No. Item Description
1LAYING OF PIPE LINE.
2Supplying all labour, T&P for earth work excavation in all kinds of soil (for different sizes of HDPE & PVC pipe line trenches) within 50 mtrs initial lead and 1.5 mtrs initial lift including rough dressing and leveling the bed etc., all complete as per the direction of Engineer-in-charge.
3Supplying all labour T&P, laying in trenches HDPE pipes & specials of the followingout side dia. for all classes & jointing by fusion welding method including testingas per specification complete (earthwork & refilling of excavated materials in trenches to be measured separately)
490mm HDPE pipePN-08 ( includingcost of pipe )
5110mm HDPE pipePN-08 ( includingcost of pipe )
6Supplying all labour, T&P for filling in pipe line trencheswith excavated materials including watering etc., all complete including proper care to the laid pipe lines to prevent damages of pipes and specials as per the direction of Engineer-in-charge.
7Supplying all labour and T&P for cutting cement concrete road for taking pipe line etc., complete and as per direction of Engineer-in-charge.
8Supplying all materials, labourT&P for cutting of cement concreteroad for taking pipe line and making good to the damages with 40 mm size crusher broken metal concrete etc., CC (1:4:8) of thickness 0.10 Mtr and top 12 mm size crusher broken chip;s concrete CC(1:2:4) of thickness 0.075 mtrs including all cost, conveyance, royality of materials including watering, curing and ramming etc., all complete and as per specification and direction of Engineer-in-charge
9Supplying all materials,labour and T&P for fixing of following sizes of C.I. SLUICE / NON RETURN VALVES with double flanged ends for water works purpose for following nominal diameter including cost of nuts and bolts, rubber insertionas per specification etc., complete.( In Pipe Line & Near ESR )
1080 mm dia S.V, (includingcost of S. Valve)
1180 mm dia N.R.V. (includingcost of N.R. Valve)
12100 mm dia S.V, (includingcost of S. Valve)
13Supplying all materials, labour and T&P for fitting, fixing of 15 to20mm dia SINGLE ACTING AIR VALVE confirming to I.S. No. 14845/2000 including fitting of required PVC service saddle for water works purpose for following diameter, including drilling the water mainas per specification etc., complete.but
14Supplying all labour ,materials labour & T&P for construction of R C C work M- 20 Grade with 20 mm down gradedsluice valve ,N R Valve chamber as per approved drawing design & specification.
15Supplying all labour ,materials labour & T&P for construction of R C C work M- 20 Grade with 20 mm down gradedAir Valves chamber as per approved drawing design & specification.
16Supplying all materials, labour, T&P for construction of Display Board for written of Salient Feature.
17Constn. of 2000 ltrs capacity RCC Cistern for Govt. institutions as per specification and approved drawingincluding earth work excavation, bed concrete with C.C. (1:4:8), R.R. stone masonary in (1:6) C.M.,C.C.(1:1½:3), 20 mm cement plaster in C.M. (1:6) over RR stone masonary work,12 mm cement plaster in C.M. (1:4) over C.C. works and cement punning with supply & fitting fixing of all necessary pipe fittings from supply main pipe line to stand post etc.but excluding cost & laying of 25mm HDPE Pipe and as per site requirement all complete and as per the direction of Engineer-in-charge.
18Supplying all materials, labour, T&P for construction of R.C.C. single mouth stand post as per specification and approved drawingincluding earth work excavation, bed concrete with C.C. (1:4:8), R.R. stone masonary in (1:6) C.M.,C.C.(1:1½:3), 20 mm cement plaster in C.M. (1:6) over RR stone masonary work,12 mm cement plaster in C.M. (1:4) over C.C. works and cement punning with supply & fitting fixing of all necessary pipes and fittings from supply main pipe line to stand post etc. all complete and as per site requirement and as per the direction of Engineer-in-charge.
19Providing House hold connection with supply & fitting fixing of all necessary pipes and fittings from supply main pipe line to water point post with supply & fitting fixing of all necessary pipe fittings from supply main pipe line to stand post etc.but excluding cost & laying of 25mm HDPE Pipe and as per site requirement all complete and as per the direction of Engineer-in-charge.( Balance House hold )
20Constn. of Re-charge pit ofsize 90cm dia X120cm deepusing 5nos of 900mm diaX 300mm height and 40 to 50mm wall thicknessRCC rings, Precastcover slab earthwork excavation in all kinds of soil all completeetcas per Drawing & design and direction of E.I.C.
21Supplying all materials, labour and T&P for fabricating, fitting and fixing with specials at the required site using hot dip galvanized pipes of medium class andstandard weight of reputed make (Tata / Zindal make) confirming to IS 1239(P.1)2004/IS:1161 of the following dia including cutting the pipes and flanges drilling the bolt holes matching the pipes flanges and jointing with proper gradient and alignment, welding with using electrodes, fitting, fixing using mobile diesel generator set etc., complete as per direction of Engineer-in-charge to be used to cross drainage work including jointing with rubber insertion, nut and bolts, clamp making and fixing if required and providing necessary masonary support as per site condition and jointing to the water mains and providing scaffoldings.
2280 mm diaG.I. ( medium ) pipe with double ended flange (6.0 mtr longeach)
2380 mm diaG.I. ( medium ) pipe with double ended flange (1.0 mtr longeach)
2480mm dia X 900 G.I.fabricated Equal BEND with double ended flange
2580mm dia X 900 G.I.fabricated Z Bend with double ended flange
26Supplying all labour, materials, and T&P for drilling perfectly horizontal bore of required diaso as to accommodate following size PVC. pipe line into the hole including inserting the pipe with out disrupting the traffic orcutting road including jointing with water main pipe lines etc, (excluding cost of PVC pipe) and as per the direction ofEngineer-in-charge
2790 mm dia HDPE pipe
28PUMPINGUNIT INSTALLATION
29Suitable Vertical submersible pumping set with outer dia 100mm with energy efficient motor Certified by Bureau of Energy efficiency (GOI) of reputed make, ISI/ ISO Certified to run in three phase a/c supply, capable to discharge clear water as detaied below from production well (200mm x 150mm) dia.includes 3.0mtr lenght Submerssible flat cable & cable joint kit .
30At 2.00 lps against headof60 meter. ( 3.00 Hp X 2 )
31Suitable control panel board of reputed make with ISI/ ISO Certified (BCH, L&T, Havells, etc) for the above Pump Set videSl. No. – 1 a, b, c, should be of three phase consisting C.R.C.A sheet with colour coating both side of the box and proper locking system, contactor, volt meter, ampere meter along with single phase preventer and weather proof auto manual switch, volt meter with selector switch including light ON & OFF switch for the above work with 3 Phase indicator Lamps. (The control Panel for 5HP pump set and above should be ofstar delta model only.)
32D.O.L.Control panel for Pump of BELOW 5 H.P.
334mm2 3core flat submersible cable of reputed make with ISI/ ISO certified (BCH, Finolex, etc.)
3450mm OD ISI marked, High Density Polyethylene (HDPE) pipes for water supply as per IS No. 4984/1995 (Reaffirmed 2002) with amendment no. 1,2,3,4 & 5 PE 80 grades of materials, and pressure rating ofPN 10.0
3550 mm x 300 mm steel niple
3650 mm dia G.I "C" Bend with D/F ( 0.50 x 1.50 x 0.50 mtr )
3750 mm dia G.I "L" Bend with D/F ( 0.50 x 1.50mtr ) size
38M.S Clamp.
39200 mm dia CI Bore Cover
406 mm2 PVC coated steel wire rope of reputed make
41Supplying all materials, labour, T&P for laying, fitting and fixing of 32 mm dia HDPE pipe of PE 80 Grade and pressure rating PN 8.0 to be laid as a casing for4mm2/6mm2 3core flat submersible cable in connection with pumping installation work,including earth work excavation of size 30cm width X 60Cm depth for HDPE Pipe line trench, duly inserting the above supplied flat submersible cable, refilling of the trenches,with electrical connections etc. all complete and as per site requirement and as per the direction of Engineer-in-charge.
42Fitting & fixing of Pump & Motor including transportion to site
43CONSTN. OF 50000 ltrsOHR 12.00 mtr Staging
44Supplying all labour and T&P for earthwork in excavation in foundation in all kinds of soil including within initial lead of 50 mtr. and 1.5mtr. initial lift including rough dressingand breaking clods to maximum 5cm. to 7cm and laying in layers not exceeding 0.30mtr. in depth and as per specification and direction of Engineer-in-charge.
45In 1st depth of 1.5 mtrs
46In 2nd depth
47Supplying all materials, labour and T&P for fillingfoundation bed with sand well watered and rammed including cost conveyance and royalty of screened and washed sharp sand and as per the direction of Engineer-in-charge.
48Supplying all labour, T&P for filling in foundation & plinthwith excavated materials including watering etc., all complete including proper care to the laid pipe lines to prevent damages of pipes and specials as per the direction of Engineer-in-charge.
49Supplying all materials, labour and T&P and providing cement concrete (1:3:6) with 40 mm size crusher broken hg metal, screened and washed sharp sand including cost, carriage, royality of materials with watering and curing etc., all complete andas per the direction of Engineer-in-charge.
50Supplying all materials, labour and T&P andproviding cement concrete M-25 for RCC work with 20 mm and down graded crusher broken black hg chips including hoisting and laying including hire and running charges of concrete mixer, hire and running charges of concrete vibrator, generator and watering and curing upto 3 weeks including cost, conveyance and royalties of specified with quality materials all complete and as per direction of Engineer-in-charge but excluding cost of reinforcement.
51In ground floor
52In 1st floor
53In 2nd floor
54In 3rd floor
55In 4th floor
56Supplying all materials, labour and T&P for providing rigid and smooth centering and shuttering for RCC work including false work and dismantling then after casting with cost, conveyance of materials complete as per direction of Engineer-in-charge.
57In ground floor
58Column & Beam
59Staircase
60Slab, Landing
61In 1st floor
62Column & Beam
63Staircase
64Slab, Landing
65In 2nd floor
66Column & Beam
67Staircase
68Slab, Landing
69In 3rd floor
70Column & Beam
71Staircase
72Slab, Landing
73In 4th floor ( Above 12.00 Mtrs Height )
74Column & Beam
75Shell Roof at Bottom Slab )
76In 5th floor ( Above 15.00 Mtrs Height )
77Shell Roof at Top Doom Slab )
78Wall & Fin. ( Ventilator )
79Providing formwork for concrete with F2 finish for all permanently exposedsurfaces not prominently exposed to public view such as in bucket ,ogeepier noses& other curved surfaceswith steel shuttering platesincluding supply of rigid tie and supports with all labour, materials andT & P complete including finishing complete as directed by the Engineer-incharge
80Container wall.
81Supplying all materials, labour and T&P for cutting, bending, binding and straightening the rods (reinforcement) for RCC work and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost, conveyance and taxes of HYSD steel (rod) ofSAIL / TISCO brand of Fe-415 specifications etc. all complete as per direction of Engineer-in-charge.
82Supplying all materials, labour, T&P for providing 20mm thick cement plaster in CM (1:4) including cost, carriage and conveyance of all materials, watering and curing etc complete as per direction of Engineer-in-charge.
83Supplying all materials, labour and T&P for providing cement punning over plastered surface with watering and curing including cost, conveyanceof all materials etc. all complete and as per direction of Engineer-in-charge.
84Supplying all materials, labour, T&P for providing wall painting two coatswithplastic emulsion paint of approves shade over a coat of white wash to give an even shadeincluding cost of all materials, taxes, royaltiesetc., all complete as per direction of E.I.C.
85Supplying all material , labour and T&P for fitting and fixing of C.I. manhole coverof size 600mm with locking arrangement duly embeding with concrete on domeslab ofreservoir as per direction of Engineer-in-charge.
86Supplying all material , labour and T&P for fitting and fixing of following sizes of C.I. Puddule Collar duly embeding with concrete in the container ofreservoir as per direction of Engineer-in-charge.
87Supplying all materials, labour and T&P for fabricating, fitting and fixing with specials at the required site using hot dip galvanized pipes of medium class andstandard weight of reputed make (Tata / Zindal make) confirming to IS 1239(P.1)2004/IS:1161 of the following dia including cutting the pipes and flanges drilling the bolt holes matching the pipes flanges and jointing with proper gradient and alignment, welding with using electrodes, fitting, fixing using mobile diesel generator set etc., complete as per direction of Engineer-in-charge to be used for piping arrangements of OH Reservoirincluding jointing with rubber insertion, nut and bolts, clamp making and fixing of G.I. pipes to the OH reservoir pillars / bracesand jointing to the water mains withnecessaryscaffoldings.
8880 mm diaG.I. ( medium ) pipe with double ended flange (6.0 mtr longeach)
89100mm dia X 900 G.I.fabricated bendwith double ended flange
90Supplying all materials,labour and T&Psuch as hiring of generators, welding machine etc for fabrication of hand railings to ladders, balcony of O.H. Tank made out of 32 mm NB medium class G.I. pipee such as fixing of 32 mm dia pipes in the balcony, landings and stair case , top railing with 32 mm GI pipe, including cutting, welding, bending, painting two coats of enamel paint over a coat of primer including fitting fixing of railings to ladders, floor of bracings including transportation charges of all materials and T & P to work site,all complete and as per direction of Engineer-in-charge.
9132mm G.I. Pipe medium class approx.
92Cutting of 32mm G.I. Pipes approx.
93Welding of 32mm G.I. Pipes approx
94Transportation of 32mm G.I. Pipes approx.
95Supplying all materials, labour and T&P for providing Aluminium ladder of required legthx0.45m width including fixing inside the container etc. all complete & as per direction of Engineer-in- charge.
96Supplying all materials, labour T & P forfitting & fixing of Lighting Arrester of Copper on the roof of the Tank (OGR/ESR) as per IS 2309 with suitable earthed with alluminium tape (flat) conductor etc. all complete as per direction of Engineer- in charge.
97Supplying all materials, labour T & Pfor fitting & fixing of Mechanical float with water level indicator etc. all complete as per direction of Engineer- in charge.
98Supplying all materials labpur , T & Pfor fitting & fixing at site as per the direction of Engineer in Charge.
99Nut & Bolt.
100Rubber Insertion.
101Supplying all materials,labour and T&P for fixing of following sizes of C.I. SLUICE / NON RETURN VALVES with double flanged ends for water works purpose for following nominal diameter including cost of nuts and bolts, rubber insertionas per specification etc., complete.( In Pipe Line & Near ESR )
10280 mm dia S.V, (includingcost of S. Valve)
103Supplying all labour ,materials labour & T&P for construction of R C C work M- 20 Grade with 20 mm down gradedsluice valve ,N R Valve chamber as per approved drawing design & specification.
104COMPOUND WALL TO HEAD WORKS
105Supplying all labour and T&P for earth work in all kinds ofsoil within 50 M initial lead and 1.5 M initial lift including rough dressing and leveling etc., in foundation and plinth as per direction of Engineer –in-charge.
106Supplying all materials, labour and T&P for filling foundationtrenches with sand watering and ramming etc., all complete as per direction of Engineer-in-charge
107Supplying all materials, labour, T&P for providing cement concrete (1:4:8) in foundation & plinth with 4cm size crusher broken HBG metal with cost, conveyance, royalty of materials including watering, curing ramming etc., complete.
108Supplying all materials, labour, T&P for providing RR HG stone masonary in cement mortar (1:6) in foundation and plinth with cost,conveyance and royalty of materials including watering curing etc., complete
109Supplying all materials, labour, T&P for providing M- 20 for RCC worksusing20 mm down graded HGcrusher broken chips and washed and screened sand with cost, conveyance, royaltyof materials and including watering curing etc., complete and as per direction of Engineer-in-charge.
110Supplying all materials, labour and T&P for providing rigid and smooth centering and shuttering for RCC work including false work and dismantling then after casting with cost, conveyance of materials complete as per direction of Engineer-in-charge.Plinth bend.
111Supplying all materials, labour and T&P for cutting, bending, binding and straightening the rods (reinforcement) for RCC work and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost, conveyance and taxes of HYSD steel (rod) ofSAIL / TISCO brand of Fe-415 specifications etc. all complete as per direction of Engineer-in-charge.
112Supplying all materials, labour, T&P for providing 1st class K.B. brick work in C.M.(1:6) with KB bricks of size 23x11x8 cm andhaving crushing strength not less than 75 kg/cm2 with cost, conveyance and royalty of materials and watering and curing etc., complete.
113Supplying all materials, labour, T&P for providing 20mm thick cement plaster in CM (1:6) to the stone masonary work including watering and curing etc complete as per direction of Engineer-in-charge.
114Supplying all materials, labour, T&P for providing 12mm thick cement plaster in CM (1:6) over the brick work including watering and curing etc., complete as per direction of Engineer-in-charge.
115Steel angle iron door frame as per the approved design steel angel iron frame shall be manufacturedfrom standard steel angel section with corners of the frame duly metered and electrically welded with fish tail made out of MS flats, angles welded to the frame with MS round bar, rolling shutter sheetof standard thick to be welded for shutters with required MS hinges duly welded to the frame etc.,as per direction of Engineer-in-charge.(1no door and 2 nos windows)
116Supplying all materials, labour, T&P for providing wall painting two coatswithplastic emulsion paint of approves shade over a coat of white wash to give an even shadeincluding cost of all materials, taxes, royaltiesetc., all complete as per direction of E.I.C.
117Supplying all labour ,T&P,materials for cement concrete (1:2:4)with 12mm size crusherbroken hard granite chips including cost, conveyance & royalty etcall completeas per directon of engineer-in-charge of the department.
118Documentation charges
119The contractor shall maintain the PWS Project for five ( 5 ) calender years from the completion date cincurrent with defect liability period of one year in such a manner that all the house hold of the PWS Scheme covered area will get ( adepuate ) required quantity of supply water taking supply hour as 8 hour / day without facing any problems. The contractor shallrepair and replace any types of defect arise within 24 Hrs of receipt of complain either from public or from Department. The contractor shall maintain all structure of the PWS Schemes as per terms and conditions of DTCN & Technical spacification mentioned in section - 5 and in Annexure - J & K.
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