Rajasthan Urban Infrastructure Development Program Tender
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Costs
EMD
₹ 2,80,00,000Document Cost
₹ 10,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_RUIDP_311306_1Bid Award Id
ViewTender No
RSTDSP/BAR-BLT/WS-WW/01Tender Authority
Rajasthan Urban Infrastructure Development Program ViewPurchaser Address
-Website
http://http://urbanslbruidp.rajasthan.gov.in/
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Documents
BOQ Items
Barmer Town
1
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Balotra Town
1
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Survey of all properties, preparation of GIS based consumer mapping of consumer water connection & consumer sewer connections and database, plotting assets on GIS map etc.
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1) Barmer = 11391 each property 2) Balotra =18269 each property
29660
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PART B-Road Cutting and Restoration
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Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.
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Bituminous Courses
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1) Barmer = 3104 cum 2) Balotra =8079 cum
11183
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Granular Courses
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1) Barmer = 14484 cum 2) Balotra =37837 cum
52321
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Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), rehandling of material/earth to complete the task.
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1) Barmer = 2993 cum 2) Balotra =4109 cum
7102
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Dismantling of LT line pole (PCC - 8/9 mtr height) single phase/3 phase & 5 wires bracket, top hamper, insulators(pin or disc) earth wire and conductors.
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1) Barmer = 7 each 2) Balotra =10 each
17
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Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately as per MoRT&H specification clause 202.
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1) Barmer = 10 each 2) Balotra =20 each
30
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Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level).
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Girth from 300 mm to 600 mm
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1) Barmer = 15 each 2) Balotra =48 each
63
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Girth from 600 mm to 900 mm
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1) Barmer = 10 each 2) Balotra =25 each
35
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Girth from 900 mm to 1800 mm
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1) Barmer = 10 each 2) Balotra =30 each
40
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Girth from 1800 mm to 2700 mm
-
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1) Barmer = 10 each 2) Balotra =30 each
40
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Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
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1) Barmer = 0 Hectare 2) Balotra =1.2 Hectare
1.2
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer.
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In area of light jungle
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1) Barmer = 3 hectare 2) Balotra =15 hectare
18
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In area of thorny jungle
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1) Barmer = 3 hectare 2) Balotra =20 hectare
23
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Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.
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Lime Concrete, cement concrete grade M-10 (1:5:10) and below
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1) Barmer = 0 cum 2) Balotra =20 cum
20
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Cement Concrete Grade M-15 and above and PCC blocks
-
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1) Barmer = 0 cum 2) Balotra =70 cum
70
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Dismantling Brick / Tile work
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In cement mortar
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1) Barmer = 0 cum 2) Balotra =80 cum
80
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Dismantling Stone Masonry
-
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Rubble stone masonry in cement mortar
-
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1) Barmer = 0 cum 2) Balotra =100 cum
100
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Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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Grading - I Material
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1) Barmer = 5935 cum 2) Balotra =25196 cum
31131
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Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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1) Barmer = 18286 cum 2) Balotra =46225 cum
64511
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Scarifying existing granular road surface, including picking up scarified material and stacking of old serviceable material within a lead of 1000 meters complete as per clause 305.4.3 of MoRT&H specification including all labour, machinery, lighting, guarding and maintenance of diversion.
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1) Barmer = 37110 sqm 2) Balotra =112028 sqm
149138
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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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1) Barmer = 78828 sqm 2) Balotra =282236 sqm
361064
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Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.25 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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1) Barmer = 118242 sqm 2) Balotra =579273 sqm
697515
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Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per Table 500-4, Grading-II for base/ binding course, loading of aggregate with F.E. loader, heating and mixing of stone aggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of MoRT&H specification and including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat.
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With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix)
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1) Barmer = 1326 cum 2) Balotra =8588 cum
9914
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Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500- 15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.
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25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)
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1) Barmer = 636 cum 2) Balotra =2733 cum
3369
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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
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With Bitumen VG-grade 30
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1) Barmer = 76866 sqm 2) Balotra =260736 sqm
337602
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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with manual finishing to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
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With Bitumen VG-grade 30
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1) Barmer = 0 cum 2) Balotra =10178 cum
10178
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Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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With Bitumen VG-grade 30
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1) Barmer = 76866 sqm 2) Balotra =270914 sqm
347780
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Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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1) Barmer = 1879 cum 2) Balotra =4147 cum
6026
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Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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M-30 (As per design mix) For Full Width
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1) Barmer = 1549 cum 2) Balotra =2454 cum
4003
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Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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M-30 (As per design mix) In Trench
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1) Barmer = 5485 cum 2) Balotra =3632 cum
9117
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Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 80mm thick.
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1) Barmer = 0 sqm 2) Balotra =615 sqm
615
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PART C-Sewer Line, Manhole, Inspection Chamber etc.
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Earthwork
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Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.
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In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
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Depth upto 1.5 m
-
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1) Barmer = 68814 cum 2) Balotra =125329 cum
194143
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Depth above 1.5 m and upto 3.0 m
-
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1) Barmer = 29105 cum 2) Balotra =23452 cum
52557
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Depth above 3.0 m and upto 4.5 m
-
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1) Barmer = 2641 cum 2) Balotra =1855 cum
4496
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Depth above 4.5 m and upto 6.0 m
-
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1) Barmer = 1520 cum 2) Balotra =110 cum
1630
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Depth above 6.0 m and upto 7.5 m
-
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1) Barmer = 914 cum 2) Balotra =7 cum
921
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Depth above 7.5 m and upto 9.0 m
-
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1) Barmer = 9979 cum 2) Balotra =0 cum
9979
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In Ordinary Rocks
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Depth upto 1.5 m
-
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1) Barmer = 13914 cum 2) Balotra =25378 cum
39292
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Depth above 1.5 m and upto 3.0 m
-
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1) Barmer = 2716 cum 2) Balotra =2759 cum
5475
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Depth above 3.0 m and upto 4.5 m
-
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1) Barmer = 2794 cum 2) Balotra =218 cum
3012
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Depth above 4.5 m and upto 6.0 m
-
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1) Barmer = 470 cum 2) Balotra =13 cum
483
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Depth above 6.0 m and upto 7.5 m
-
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1) Barmer = 12 cum 2) Balotra =1 cum
13
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In hard Rock (Blasting prohibited)
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Depth upto 1.5 m
-
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1) Barmer = 12796 cum 2) Balotra =26151 cum
38947
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Depth above 1.5 m and upto 3.0 m
-
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1) Barmer = 3696 cum 2) Balotra =1380 cum
5076
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Depth above 3.0 m and upto 4.5 m
-
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1) Barmer = 491 cum 2) Balotra =109 cum
600
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Depth above 4.5 m and upto 6.0 m
-
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1) Barmer = 283 cum 2) Balotra =6 cum
289
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Depth above 6.0 m and upto 7.5 m
-
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1) Barmer = 170 cum 2) Balotra =0 cum
170
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Add extra for excavation in saturated soil, silt, rock and sludge where pumping or bailing out of water including well point if required for sewer line and manhole.
-
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Excavation depth from ground level 0.0 to 9.0 m
-
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Excavation from Encountered depth of water table 0.0 to 1.5 m
-
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1) Barmer = 25188 cum 2) Balotra =34599 cum
59787
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Excavation from Encountered depth of water table 1.5 to 3.0 m
-
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1) Barmer = 8732 cum 2) Balotra =6898 cum
15630
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Excavation from Encountered depth of water table 3.0 to 4.5 m
-
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1) Barmer = 696 cum 2) Balotra =546 cum
1242
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Excavation from Encountered depth of water table 4.5 to 6.0 m
-
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1) Barmer = 0 cum 2) Balotra =32 cum
32
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Excavation from Encountered depth of water table 6.0 to 7.5 m
-
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1) Barmer = 0 cum 2) Balotra =2 cum
2
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Timbering
-
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Providing and fixing OPEN timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete for following depth below NGL.
-
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Depth upto 3.0 m
-
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1) Barmer = 24838 sqm 2) Balotra =80853 sqm
105691
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-
Depth more than 3.0 m and upto 6.0 m
-
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1) Barmer = 2725 sqm 2) Balotra =2480 sqm
5205
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Depth beyond 6.0 m
-
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1) Barmer = 0 sqm 2) Balotra =8 sqm
8
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Extra for planking, strutting and packing material for cavities IN OPEN TIMBERING of sewer line and manholes if required to be left permanently in position (face area of timber permanently left to be measured)
-
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1) Barmer = 1378 sqm 2) Balotra =4167 sqm
5545
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Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) for following depth below NGL.
-
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Depth upto 3.0 m
-
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1) Barmer = 6210 sqm 2) Balotra =20213 sqm
26423
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-
Depth more than 3.0 m and upto 6.0 m
-
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1) Barmer = 1467 sqm 2) Balotra =1335 sqm
2802
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Depth beyond 6.0 m
-
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1) Barmer = 0 sqm 2) Balotra =6 sqm
6
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Extra for planking, strutting and packing material for cavities IN CLOSE TIMBERING of sewer line and manholes if required to be left permanently in position (face area of timber permanently left to be measured)
-
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1) Barmer = 384 sqm 2) Balotra =1078 sqm
1462
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Providing and fixing close timbiring made of Steel Girder Piling in sewer line and manholes work for support the both side of trenches with ISMB 250 as vertical member at 1.25 m centre to centre, ISMB 250 as horizontal member for tie at two depths, Struts to support the both side of trench of ISMB 250 and face of trench to be covered with 100*100*1235 mm wooden planks and removing Steel Girder piling after laying the sewers etc. complete as per specifications and as directed by Engineer. (Measurements to be taken of the face area timbered)
-
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-
Depth more than 3.0 m and upto 6.0 m
-
-
-
1) Barmer = 3354 sqm 2) Balotra =3052 sqm
6406
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-
Depth beyond 6.0 m
-
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-
1) Barmer = 0 sqm 2) Balotra =11 sqm
11
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Carriage of Materials by mechanical transport including loading, unloading and
stacking ::
-
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-
Earth
-
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lead up to 3 Km
-
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1) Barmer = 76060 cum 2) Balotra =130451 cum
206511
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Stone boulders, gravelly material
-
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Lead up to 3 Km
-
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1) Barmer = 0 cum 2) Balotra =28489 cum
28489
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Barricading
-
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-
Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100 mm wide PVC Tape preferabley of red colour. The M.S. pipe shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading the hole shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis).
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1) Barmer = 28543 metre 2) Balotra =501564 metre
530107
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-
Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis).
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1) Barmer = 28543 metre 2) Balotra =49804 metre
78347
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-
Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in red and white stripes as per the specifications and directions of the Engineer Incharge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect.
-
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-
1) Barmer = 3856 sqm 2) Balotra =8792 sqm
12648
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-
Pipes (Supply & Laying)
-
-
-
Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydrontesting (including the cost and conveyance of water to site forntesting) and commissioning as per Technical Specifications drawings and as per direction of Engineer.
Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes/ Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
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-
200 mm ID
-
-
-
1) Barmer = 34867 metre 2) Balotra =94437 metre
129304
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-
250 mm ID
-
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-
1) Barmer = 386 metre 2) Balotra =927 metre
1313
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-
300 mm
-
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-
1) Barmer = 66 metre 2) Balotra =0 metre
66
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-
Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical / vibrated casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as per specification and / or as directed by Engineer.
Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes/ Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
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-
350 mm internal diameter
-
-
-
1) Barmer = 926 metre 2) Balotra =130 metre
1056
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-
400 mm Dia internal diameter
-
-
-
1) Barmer = 1048 metre 2) Balotra =0 metre
1048
-
-
450 mm Dia internal diameter
-
-
-
1) Barmer = 531 metre 2) Balotra =0 metre
531
-
-
600 mm Dia internal diameter
-
-
-
1) Barmer = 7751 metre 2) Balotra =0 metre
7751
-
-
900 mm internal diameter
-
-
-
1) Barmer = 0 metre 2) Balotra =500 metre
500
-
-
Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN 6 for sewer application as per IS 14333-1996 (amended upto date) in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
-
-
200 mm Nominal dia
-
-
-
1) Barmer = 10000 metre 2) Balotra =0 metre
10000
-
-
Providing, jointing, laying, testing and commissioning of HDPE PE- 100/PN-6 (suitable for pulling method for jointing) pipes for sewer line as per IS-14333 (amended upto date) with compliance for maintaining slope as per design by trenchless adopting HDD method (Horizontal Directional Drilling) below ground at all depth including carriage etc. complete in all respect, construction of thrust pit and receiving pit of required size upto 3 metre depth and soil investigation, making suitable arrangement for barricading of pits, traffic diversion, lights, traffic permission from relevant authority (though department will assist in getting the permission), refilling of pits in compacted layers of 150 mm including disposal of surplus material with all lift and lead upto 50 metre as per specification and the direction of the Engineer.
Note-1 Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
Note- 2. Manual Pipe jacking is not permitted for workmen safety reasons.
-
-
-
In all types of soil including mix strata
-
-
-
250 mm outer dia
-
-
-
1) Barmer = 0 metre 2) Balotra =2992 metre
2992
-
-
315 mm outer dia
-
-
-
1) Barmer = 0 metre 2) Balotra =79 metre
79
-
-
630 mm outer dia
-
-
-
1) Barmer = 1510 metre 2) Balotra =0 metre
1510
-
-
In all types of rock
-
-
-
250 mm outer dia
-
-
-
1) Barmer = 0 metre 2) Balotra =528 metre
528
-
-
315 mm outer dia
-
-
-
1) Barmer = 0 metre 2) Balotra =14 metre
14
-
-
Extra for excavation of driven pit/ exit pit / intermediate pit beyond 3 metre depth, required for pushing/ pulling of MS/HDPE/RCC pipe in trenchless technology, with proper protection at three sides with shoring sheets/ wooden planks and ISMB's, maintaining during pushing/ puling of pipe, back filling, necessary de-watering including all machinery, tools, and tackles required as per specification and the direction of the Engineer.
-
-
-
In all types of soil
-
-
-
1) Barmer = 40 per pit per metre depth 2) Balotra =85 per pit per metre depth
125
-
-
In rocks
-
-
-
1) Barmer = 0 per pit per metre depth 2) Balotra =15 per pit per metre depth
15
-
-
Bedding
-
-
-
Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.
-
-
-
350 mm internal diameter
-
-
-
1) Barmer = 926 metre 2) Balotra =130 metre
1056
-
-
400 mm Dia internal diameter
-
-
-
1) Barmer = 1048 metre 2) Balotra =0 metre
1048
-
-
450 mm Dia internal diameter
-
-
-
1) Barmer = 531 metre 2) Balotra =0 metre
531
-
-
600 mm Dia internal diameter
-
-
-
1) Barmer = 7751 metre 2) Balotra =0 metre
7751
-
-
900 mm internal diameter
-
-
-
1) Barmer = 0 metre 2) Balotra =500 metre
500
-
-
Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 50 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for PVC/HDPE pipes of following sizes as per drawing and or as directed by Engineer.
-
-
-
110 mm nominal dia
-
-
-
1) Barmer = 59803 metre 2) Balotra =36540 metre
96343
-
-
160 mm nominal dia
-
-
-
1) Barmer = 25630 metre 2) Balotra =15660 metre
41290
-
-
200 mm nominal dia
-
-
-
1) Barmer = 44867 metre 2) Balotra =94437 metre
139304
-
-
250 mm nominal dia
-
-
-
1) Barmer = 386 metre 2) Balotra =927 metre
1313
-
-
300 mm nominal dia
-
-
-
1) Barmer = 66 metre 2) Balotra =0 metre
66
-
-
Railway Crossing & NH Crossing
-
-
-
Railway Crossing
-
-
-
Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment’s for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
-
-
In all type of soils
-
-
-
600 mm dia 12 mm thick casing pipe
-
-
-
1) Barmer = 75 metre 2) Balotra =0 metre
75
-
-
700 mm dia 12 mm thick casing pipe
-
-
-
1) Barmer = 0 metre 2) Balotra =100 metre
100
-
-
900 mm dia 12 mm thick casing pipe
-
-
-
1) Barmer = 75 metre 2) Balotra =0 metre
75
-
-
NH Crossing
-
-
-
Providing, laying and jointing RCC NP4 jacking pipe (with steel pushing collar) with suitable leak proof joints (with using `12mm MDF sheets etc.) with compliance for maintaining slope as per design by trenchless method adopting Micro tunnelling method or any suitable mechanical technology below ground at all depth under running traffic condition including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipment’s for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackles required, construction of temporary works as per requirement complete in all respect (all depths) with all lead and lifts, as per specification and the direction of the Engineer. Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
-
-
In all type of soils including mixed starta / soil
-
-
-
900 mm dia RCC pipe
-
-
-
1) Barmer = 75 metre 2) Balotra =0 metre
75
-
-
1200 mm dia RCC pipe
-
-
-
1) Barmer = 75 metre 2) Balotra =0 metre
75
-
-
Construction of Manholes
-
-
-
Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of "Type-A" with internal dia 0.90m and depth upto 1.65m having 230mm thick sewer brick masonry wall in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
-
-
-
Manhole "Type-A" of depth 0.90 m
-
-
-
1) Barmer = 199 each manhole 2) Balotra =478 each manhole
677
-
-
Providing and constructing extra depth of manhole "Type-A" for depth beyond 0.90 m and upto 1.65 m with SEWER-BRICK masonary including 20mm plaster inside and outside as per drawing and direction of Engineer.
-
-
-
1) Barmer = 86 metre 2) Balotra =622 metre
708
-
-
Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of "Type-B" with internal dia 1.20m and depth upto 2.50m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty.
-
-
-
Manhole "Type-B" of depth 1.70 m
-
-
-
1) Barmer = 69 each manhole 2) Balotra =150 each manhole
219
-
-
Providing and constructing extra depth of manhole "Type-B" for depth beyond 1.70 m and upto 2.50 m with SEWER-BRICK masonary including 20mm plaster inside and outside as per drawing and direction of Engineer.
-
-
-
1) Barmer = 20 metre 2) Balotra =296 metre
316
-
-
Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of "Type-C" with internal dia 1.50m and depth upto 5.0m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m and 460mm from 2.50 to 5.0m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
-
-
-
Manhole "Type-C" of depth 2.60 m
-
-
-
1) Barmer = 50 each manhole 2) Balotra =86 each manhole
136
-
-
Providing and constructing extra depth of manhole "Type-C" for depth beyond 2.60 m and upto 5.0 m with RR stone masonry including 20mm plaster inside and outside as per drawing and direction of Engineer.
-
-
-
1) Barmer = 56 metre 2) Balotra =281 metre
337
-
-
Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.0m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.0m, vertical height 0.805m, wall thickness 125mm), and circular rings of required heights (ID 1.0m, height 150/225/300/600 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.625m dia and 150mm thickness, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS foot steps / SFRC foot steps, including cost of shuttering, steel reinforcement, testing for water tightness etc. complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
-
-
-
Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 0.805), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + 50mm).
-
-
-
1) Barmer = 1787 each manhole 2) Balotra =4303 each manhole
6090
-
-
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.0m, wall thickness 125mm, height 150/225/300/600 mm for constructing extra depth of manhole beyond depth mentioned in item no-17.59.1 as per drawing.
-
-
-
1) Barmer = 500 metre 2) Balotra =5597 metre
6097
-
-
Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.2m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.2m, vertical height 1.005m, wall thickness 125mm), and circular rings of required heights (ID 1.2m, height 150/225/300/600/900mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in Conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.825m dia and 150mm thickness, PCC M15 grade circular wall ID 1.125m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS footsteps / SFRC footsteps, including cost of shuttering, steel reinforcement, testing for water tightness etc complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
-
-
-
Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 1.005), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.125m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm.
-
-
-
1) Barmer = 617 each manhole 2) Balotra =1347 each manhole
1964
-
-
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.2m, wall thickness 125mm, height 150/225/300/600/900mm for constructing extra depth of manhole beyond depth mentioned in item no-17.60.1 as per drawing.
-
-
-
1) Barmer = 460 metre 2) Balotra =2660 metre
3120
-
-
Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.5m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.5m, vertical height 1.305m, wall thickness 125mm), and circular rings of required heights (ID 1.5m, height 150/225/300/600/900/1200 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 2.125m dia and 150mm thickness, PCC M15 grade circular wall ID 1.425 m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS footsteps / SFRC footsteps, including cost of shuttering, steel reinforcement, testing for water tightness etc complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
-
-
-
Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 1.305), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.425m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm).
-
-
-
1) Barmer = 447 each manhole 2) Balotra =771 each manhole
1218
-
-
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.5m, wall thickness 125mm, height 150/225/300/600/900/1200mm for constructing extra depth of manhole beyond depth mentioned in item no-17.61.1 as per drawing.
-
-
-
1) Barmer = 979 metre 2) Balotra =2533 metre
3512
-
-
Providing and constructing of pre-cast RCC M-40 grade circular circular manholes with internal dia 0.56m and depth upto 0.90 m, including concreting PCC M-10 grade (1:3:6) for 225mm thick foundation including curing compaction and foRM work etc complete, PCC M15 for benching and channel portion, PCC M15 for fixing the manhole frame and cover using stone aggregate 20mm Nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and roof. Supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note- Only Excavation work will be measured and paid separately.
-
-
-
1) Barmer = 50 each 2) Balotra =163 each
213
-
-
RCC Vent Shaft
-
-
-
Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 150mm dia NP4 RCC pipe (IS 458-ammended upto date) as required including Type-A bedding complete as per standard design and finished with water proofing cement of approved brand as per drawings and/or as directed by Engineer.
Note : Only Excavation work will be measured and paid separately
-
-
-
1) Barmer = 50 Each 2) Balotra =3 Each
53
-
-
Drop Manholes
-
-
-
Providing PVC-U pipes as per IS 15328 drop connection externally for depth from 0.60 m and upto 1.0 m drop from branch sewer line to main sewer manhole or vice versa including inspection and cleaning eye, PVC-U drop pipe and bend encased around with cement concrete M15 with all form work, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3 with stiff cement mortar 1:1 around PVC-U pipe in masonry wall, making required channels complete as per standard design and specifications and/ or as the directed of the Engineer.
-
-
-
200 mm dia
-
-
-
1) Barmer = 63 each 2) Balotra =179 each
242
-
-
Extra for additional drop depth of PVC-U pipes as per IS 15328 drop connection beyond 1.0 m complete as per standard specification and the direction of the Engineer. (To be paid for actual depth beyond 1.0 m)
-
-
-
200 mm dia
-
-
-
1) Barmer = 82 metre 2) Balotra =56 metre
138
-
-
House Sewer Connections
-
-
-
Constructing providing and fixing of pre-cast RCC M-40 grade circular Road Side Inspection Chamber including earthwork with following dia and depth cylindrical piece with 100mm wall thickness, inbuilt 100mm thick base slab, inbuilt cover & frame on top, provision for 110mm OD in and out sewer connection with making proper inbuilt benching and channel with PCC M-15 grade including providing cast-in-situ 100mm thick base foundation of PCC M-10 grade, supplying and fixing circular precast SFRC Circular 300 / 450 mm dia manhole cover with frame MD-10 (as per IS-12592 amended upto date), including steel reinforcement minimum @ 80kg/cum, testing for water tightness complete in all respect as per drawing, specification and the direction of the Engineer.
-
-
-
Pre-cast Road side inspection chamber of 300mm dia (internal), 450mm depth and 600mm dia base foundation.
-
-
-
1) Barmer = 7404 each 2) Balotra =6617 each
14021
-
-
Pre-cast Road side inspection chamber of 450mm dia (internal), 600mm depth and 750mm dia base foundation.
-
-
-
1) Barmer = 3417 each 2) Balotra =243 each
3660
-
-
Pre-cast Road side inspection chamber of 450mm dia (internal), 900mm depth and 750mm dia base foundation.
-
-
-
1) Barmer = 570 each 2) Balotra =100 each
670
-
-
Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
-
-
110 mm Nominal dia
-
-
-
1) Barmer = 59803 metre 2) Balotra =36540 metre
96343
-
-
160 mm Nominal dia
-
-
-
1) Barmer = 25630 metre 2) Balotra =15660 metre
41290
-
-
Empting of septic tank/ soakage well etc, disposing of sludge within a lead of 5km and taking out sewage & sludge
-
-
-
1) Barmer = 5696 Each 2) Balotra =3480 Each
9176
-
-
Drain Covers
-
-
-
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.
-
-
-
Standard Size 600x800mm (75mm thick) for span 300 to 450mm
-
-
-
1) Barmer = 400 sqm 2) Balotra =500 sqm
900
-
-
Standard Size 1000x800mm (100mm thick) for span 451 to 700mm
-
-
-
1) Barmer = 400 sqm 2) Balotra =500 sqm
900
-
-
Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm
-
-
-
1) Barmer = 400 sqm 2) Balotra =500 sqm
900
-
-
Providing and fixing precast dense cement concrete M-20 Grade (Vibro-pressed) drain section block of different size as per approved drawing, design and strength as per IS:2185 (part I) of grade 'D' (5.00 N/mm2) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section Blocks of 'L' shape 'U' shape etc. over 50mm thick CC M15 base course with fixing and joining with C.M.1:4 in proper grade and level complete in all respect. (cost of earth work, steel & welded mesh shall be paid extra).
-
-
-
80mm thick
-
-
-
1) Barmer = 100 sqm 2) Balotra =1500 sqm
1600
-
-
Nallah/ Drain Crossing
-
-
-
Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to byepass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer.
-
-
-
For Depth upto 1.50 m
-
-
-
1) Barmer = 250 cum 2) Balotra =230 cum
480
-
-
For depth above 1.50 m and upto 3.00 m
-
-
-
1) Barmer = 150 cum 2) Balotra =150 cum
300
-
-
For depth above 3.00 m and upto 4.50 m
-
-
-
1) Barmer = 50 cum 2) Balotra =100 cum
150
-
-
For depth above 4.50 m and upto 6.00 m
-
-
-
1) Barmer = 25 cum 2) Balotra =0 cum
25
-
-
Providing, laying and jointing RCC NP4 jacking pipe (with steel pushing collar) with suitable leak proof joints (with using `12mm MDF sheets etc.) with compliance for maintaining slope as per design by trenchless method adopting Micro tunnelling method or any suitable mechanical technology below ground at all depth under running traffic condition including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipment’s for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackles required, construction of temporary works as per requirement complete in all respect (all depths) with all lead and lifts, as per specification and the direction of the Engineer. Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
-
-
In all type of soils including mixed starta / soil
-
-
-
400 mm dia RCC pipe
-
-
-
1) Barmer = 75 metre 2) Balotra =0 metre
75
-
-
600 mm dia RCC pipe
-
-
-
1) Barmer = 150 metre 2) Balotra =0 metre
150
-
-
Providing and maintaining of mobile toilet units having sets of 3 toilet in each unts with wash basin for washing hands etc. maintaining in hygeininc conditions with filling of water and emptying of sewage on day to day basis; Toilet units should have proper steps to get easy access to toilets.
-
-
-
1) Barmer = 2190 per unit per day 2) Balotra =4380 per unit per day
6570
-
-
Procurment of Sewer Jetting Machine
-
-
-
Supply and Delivery of vehicle mounted sewer suction cum jetting machines of 4000 litre capacity.
-
-
-
1) Barmer = 1 nos. 2) Balotra =1 nos.
2
-
-
Providing tools for sewerage maintenance including CCTV camera system with software for analysis of sewer pipe and manhole, pneumatic plugs, air blowers, High pressure sewer jetting hose, Foot operated valve, Hose reel, Hydraulic hose reel, Camera, Torch, Inflattable pneumatic pipe plugs for pipe blocking/bypass, Portable non clog sludge pumps, Manhole Guard, Hand gloves, gas masks, gas detectors, safety lamp, safety harnesses, rescue tools, tripods, first aid kitsand safety shoes as per Technical Specifications and as per direction of Employer's Representative.
-
-
-
1) Barmer = 1 nos. 2) Balotra =1 nos.
2
-
-
General Obligations
-
-
-
Provide and maintain four wheeler (cars) including driver, comprehensive insurance, fuel, oil and lubricants, for average running of 2000 kms per month. Vehicle should be newer than of model 2021.
-
-
-
1) Barmer = 30 vehicle months 2) Balotra =30 vehicle months
60
-
-
House Service Connection (HSC)
-
-
-
Construction of House Sewer Connection inside and outside of a dwelling properties to connect all the outlets of Kitchen, Bath, toilet/WC of the property to existing inspection chamber of Sewer Network, which includes Door-to-door survey of all properties to be connected with Sewer Network, Preparation of sketch / drawing of arrangement for each house with all the details and obtain approval from Engineer In charge or his representative and Preparation of as built drawing (Layout plan) in AutoCAD for each property / dwelling connection with sewer network up to manhole. Including Dismantling of all type of flooring and roads, i.e. BT/CC/WMM/interlocking block etc with mechanical cutter. Including Required Excavation of pipe trench/chamber in all type of strata of specified width up to all depth, Providing, laying, jointing and aligning of PVC-U pipes (SN-8) as per 15328 (amended up to date) / HDPE DWC (double wall corrugated) pipes of SN-8 grade as per IS 16098 (amended up to date) with required PVC/ DWC fittings with required level & location in buried position over bedding of 50 mm thick M-10 grade and in open position above ground/floor with an encasing of pipe 50 mm cover at 3 sides with M10 grade concrete, Providing, laying, jointing and aligning 160 mm dia PVC-U pipes (SN-8) as pe IS15328 (Amended up to date) providing as sleeve to 110 mm dia PVC-U pipes / HDPE DWC (double wall corrugated) pipes (exposed to atmosphere) for crossing open drains, demolishing, If required and reconstruction of drain in original position with PCC M-10, Brick work with modular extruded burnt fly ash clay sewer bricks (Conforming to IS: 4885 - 1988) in CM 1:4, 12 mm thick plaster in CM 1:3 and Construction of 2 Nos brick masonry chamber of bricks class designation 75 of 115 mm wall thickness in cement mortar 1:4, clear inside dimension 320 x 320 x 550 mm, 50 mm thick base PCC 1:3:6, providing & fixing 350 x 350 mm RCC precast cover with frame of LD-2.5, earth filling in gaps, finishing with PCC 1:3:6 inside the chamber, Chamber-1 with square mouth S.W. gulley trap P-type of size 100 x 100 mm as per IS 651: 1992 (amended up to date) with CI grating, in slope around the mouth of Gulley Trap including provision for fixing of 2 nos. 110 mm dia PVC-U pipe etc. to connect a single inlet after connecting all the outlets of kitchen & bath & outlet of this chamber will connect to Chamber-2 or inspection chamber and the Chamber-2 with a provision for fixing of 2 nos. 110 mm dia PVC-U pipe etc. i.e. a single inlet after connecting all outlets of toilet & WC of premises to exiting Inspection chamber, Emptying of septic tank/soakage well etc. disposing of sludge within a lead of 5 Km and taking out the sewage, Bypass of septic tank/soakage well by providing, laying, jointing of 110 mm dia PVC-U pipes for all length from inlet to outlet, including PVC coupler, MS clamp and dismantling, repairing, making good the holes etc, Making connection with 110 mm dia PVC-U pipe with exiting inspection chamber (including making holes in Inspection Chamber) for pipes coming out from inside property and Chamber 1/2, making and repairing holes with CM in 1:4, repairing of floor and road with CC M- 30 grade same as original thickness of floor and road, watering, backfilling, compaction and disposal of all surplus material and sewage etc. to a suitable location with all lead and lift, repairing of underground utilities, if damaged, Complete job to connect a dwelling premises to sewer network including all material, labour, taxes, charges etc. as per Specifications, drawing and directions of Engineer In charge.
-
-
-
For pipe length upto 5 meter
-
-
-
1) Barmer = 3987 each 2) Balotra =2436 each
6423
-
-
For For pipe length 5-10 meter
-
-
-
1) Barmer = 4556 each 2) Balotra =2784 each
7340
-
-
For pipe length more than 10 meter
-
-
-
1) Barmer = 2848 each 2) Balotra =1740 each
4588
-
-
Upgradation of Existing STP
-
-
-
Design & Approval, Civil, Errection, electromechanical works & commissioning of Upgradation of existing Waste Stabilization Sewage Treatment Plant having design outlet parameters as BOD:100, COD:250 & TSS :100 mg/ltr based on Hybrid Sub Surface Constructed Wetland process. The scope of work includes construction of:
a. Inlet Chamber
b. Distribution Launder cum Weir
c. Hybrid Sub Surface Constructed Wetland Bed (complete with
filling and placement of bed with filter media and administering root
zone enhancing chemicals, bio consortia & plantation)
d. Outlet Collection Channel
e. Interconnecting Pipeline in DI K7 The design norms and hydraulic detention calculation shall be as per the CPHEEO/ Ministry of Urban Development / US EPA technology document. Thens. (Rates in Lacs)
Upgradation STP shall be designed as per the CPCB/MoEF Guidelines/ NGT order dated 30/04/2019.
-
-
-
10 MLD at Barmer
-
-
-
1) Barmer = 1 Lot 2) Balotra =0 Lot
1
-
-
Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.
b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering,
scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.
d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.
e) Conducting successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anticarbonation paint on the top surface of the Top Dome.
g) Providing and applying three coats of cementbased paint on the external surface of the container, balcony, cone wall, columns & beams etc..
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.
i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top
dome/slab.
j) Providing and fixing water level indicator (float type).
k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm
high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.
l) All MS parts to be painted with two coats of the
enamel paint over the primer coat of red oxide.
m) Providing and fixing of 150mm wide PVC water
bar for the construction joints in the container (vertical
wall & cone wall).
n) Providing one Aluminium portable ladder of
appropriate length to access first landing (3.5 to 4.5m
above GL) from ground.
o) Lighting arrestor consisting of providing and fixing
of 2 Nos. of chemical earthing and connecting it to
the conical cover of SS ventilator with two separate
GI strips of 50mmX3mm.
p) CI/DI puddle collar shall be fixed in the bottom
dome/ slab for connecting inlet, outlet, overflow and
washout pipe of the reservoir.
q) Painting the name of the scheme and other details
on the reservoir, and any other work related to
structure as per the directions of Engineer-in- Charge,
Technical Specification and Scope of Work.
r) Inlet, outlet, overflow, washout pipes and valves are
not included in this work, provision for the same shall
be taken separately.
3.2.1 Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC
ZONE-II & STAGING 18 M
3.2.1.12 1000 KL capacity
-
-
-
1000KL capacity
-
-
-
1) Barmer = 1000000 Liter 2) Balotra =0 Liter
1000000
-
-
Construction of RCC (Dome type) Clear Water
Reservoir of following capacity as per Scope of work
and Technical specification, consisting of the
following main activities: -
a) Topographic survey, preparation of site contour
plan, conducting SBC test and its approval from
department before construction. Submission and
approval of concrete mix design and water quality test
report for water to be used in construction. .
b) Excavation in all types of soil, PCC below
foundation & all RCC Work including all labour and
material charges including providing and fixing of
accessories such as SS ladder, SS manhole frame
and covers, water level indicator (float type), SS
ventilator with SS screen, float valve, puddle collars,
G.I. pipe railing around walk way, Top Dome/Slab,
Staircase.
c) CWR shall be provided with adequate plinth
protection all around the structure in a width starting
from edge of structure at GL and extending at least
up to 1.0m beyond the vertical wall of CWR. The
plinth protection shall consist of 150mm thick PCC in
M-15 concrete over 150mm thick compacted soil fill.
d) Providing and applying two coats of food grade
epoxy paint on the inside surface of the roof slab, and
600 mm height of the vertical wall.
e) Successful hydro test and water tightness test as
per I.S. code.
f) Providing and applying three coats of anticarbonation paint on the roof Slab.
g) Providing and applying three coats of cementbased paint on the remaining external surface area of
the structure.
h) Providing and fixing SS-304 ventilator, SS 304
manhole frame and cover and SS 304 ladder from
roof slab to bottom Slab, inside container. Providing
and fixing water level indicator (Float type).
i) Providing and fixing MS ladder from ground to top
slab.
j) All MS parts to be painted with two coats of the
enamelled paint over the primer coat of red oxide.
k) Providing and fixing of 150mm wide water bar for
the construction joints in the container.
l) Providing and fixing CI/DI puddle collars the vertical
wall for connecting inlet, outlet, overflow and washout
pipes of the reservoir.
m) Inlet, outlet, overflow, washout pipes and valves
are not included in this work, provision for the same
shall be taken separately.
3.4.3 Rates for RCC Partially Underground type clear
water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3.
3.4.3.1 500 KL capacity
-
-
-
500 KL capacity
-
-
-
1) Barmer = 500000 Liter 2) Balotra =0 Liter
500000
-
-
Design and Construction of pump house building with structures required for suction manifold including providing pump floor area; switch-gear or panel area; control room; maintenance bay/ loading – unloading bay; Duty room, office area, lavatories, DG power generation shed, foundations for pumps, support structures for delivery pipes/valves, cable trenches, thurst blocks, pedestals, valve chambers, cable trenches, parking area, water supply, sanitary, lighting systems, septic tanks, and all finishing work to complete the building as per the given scope of work and specifications.
-
-
-
Pump House at Barmer
-
-
-
1) Barmer = 1 LS 2) Balotra =0 LS
1
-
-
STRATEGIC MANHOLES
-
-
-
Smart Manhole Monitoring System – Providing and installation of smart manhole device with battery powered, LDR and cable float switch water level sensor-based device capable for providing data over GSM/GPRS network to the management system. Device should be capable for continuous monitor of sewer water level in the manhole.
-
-
-
1) Barmer = 25 each 2) Balotra =50 each
75
-
-
Providing, Installation, Testing and Commissioning of ULTRASONIC LEVEL TRANSMITTER for Water Application : Principle : Time of Flight / Sensor MOC PP / Process Connection 1 1/2 inch BSP or 2 inch BSP Threaded type / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66
-
-
-
0 - 8 MTR
-
-
-
1) Barmer = 30 each 2) Balotra =11 each
41
-
-
PProviding, installation, testing and commissioning of followings instruments as per CBCP/SPCB guidelines.
Online BOD & COD Analyser with Transmitter and Sensor complete with all accessories.
COD: Measuring Range: 0-500 mg/L, Accuracy: ±2% or 5 mg/L, Resolution: 1 mg/L or better, Measurement Principle: Absorption - Double Beam UV vis with full spectrum scanning, Cleaning: Automatic Self-Cleaning using compressed Air.
BOD: Measuring Range: 0-50 mg/L, Accuracy: ≤ 1 mg/L, Resolution: 1 mg/L or better, Measurement Principle: Absorption - Double Beam UV vis with full spectrum.
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
PART D-Environmental Monitoring Items: Collection and Analysis
-
-
-
Ambient Air Quality-Monitoring- For parameters – PM-2.5 & PM-10, SO2, NO2, CO from NABL approved laboratory and submission of report complete in all respect.
-
-
-
1) Barmer = 30 Each 2) Balotra =60 Each
90
-
-
Ambient Noise Quality Monitoring - To Identify sources of noise, Noise due to traffic/transportation of vehicles, Noise due to heavy equipment operations, Duration and variations in noise over time etc. the equivalent noise levels shall be monitored (Lday and Lnight in Leq dBA) from NABL approved laboratory and submission of report complete in all respect.
-
-
-
1) Barmer = 30 Each 2) Balotra =60 Each
90
-
-
Water Quality Analysis– Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual: PH, TDS, Electrical Conductivity (EC), Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, Dissolved Oxygen (DO), sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminium, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury.
-
-
-
1) Barmer = 20 Each 2) Balotra =60 Each
80
-
-
Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering.
-
-
-
1) Barmer = 2 Ha. 2) Balotra =0 Ha.
2
-
-
Sprinkling of Water for Dust Suppression during excavation
-
-
-
1) Barmer = 5500 KL 2) Balotra =15000 KL
20500
-
-
Identification Borrow area, borrow pits sample testing from NABL
approved laboratory (Soil Classification, Sieve Analysis, Atterberg
Limits, Laboratory Compaction Test (Modified Proctor Test), 4-day
soaked CBR, Free swell Index)
-
-
-
1) Barmer = 30 Each 2) Balotra =0 Each
30
-
-
Faecal Sludge Management (FSM)
-
-
-
Desludging of septage from soak wells/pits/ septic tanks and transporting and emptying at inlet of FSTP including operation and maintenance of the equipment with all accessories complete in all respect over the O&M period as per specification and direction of Engineer.
-
-
-
O&M for 4000 liter truck
-
-
-
1) Barmer = 2780 Trip 2) Balotra =700 Trip
3480
-
-
O&M for 1000 liter truck
-
-
-
1) Barmer = 12980 Trip 2) Balotra =1633 Trip
14613
-
-
Supply, Trial run and commissioing of Truck mounted Desludging Equipment with all accessories, as per technical specification.
-
-
-
4000 lit. capacity
-
-
-
1) Barmer = 1 nos. 2) Balotra =1 nos.
2
-
-
1000 lit. capacity
-
-
-
1) Barmer = 1 nos. 2) Balotra =1 nos.
2
-
-
PART E- Water Supply Works
-
-
-
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead up to 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.
-
-
-
In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
-
-
-
Depth up to 1.5 m
-
-
-
1) Barmer = 0 Cum 2) Balotra =207051 Cum
207051
-
-
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer
-
-
-
Bituminous courses
-
-
-
1) Barmer = 0 Cum 2) Balotra =5018 Cum
5018
-
-
Granular courses
-
-
-
1) Barmer = 0 Cum 2) Balotra =21382 Cum
21382
-
-
Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), rehandling of material/earth to complete the task.
-
-
-
1) Barmer = 0 cum 2) Balotra =6267 cum
6267
-
-
Rising Main & Distribution Works
-
-
-
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 including all special and accessories complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
-
-
-
150 mm dia pipe
-
-
-
1) Barmer = 0 Mtr 2) Balotra =100 Mtr
100
-
-
200 mm dia pipe
-
-
-
1) Barmer = 0 Mtr 2) Balotra =3350 Mtr
3350
-
-
300 mm dia pipe
-
-
-
1) Barmer = 0 Mtr 2) Balotra =100 Mtr
100
-
-
350 mm dia pipe
-
-
-
1) Barmer = 0 Mtr 2) Balotra =1020 Mtr
1020
-
-
400 mm dia pipe
-
-
-
1) Barmer = 0 Mtr 2) Balotra =3810 Mtr
3810
-
-
Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches complete with all accessories like Bend, Tee, Reducer, Stub end, End cap etc including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
-
-
-
75 mm dia
-
-
-
1) Barmer = 0 metre 2) Balotra =178650 metre
178650
-
-
90 mm dia
-
-
-
1) Barmer = 0 metre 2) Balotra =81794 metre
81794
-
-
110 mm dia
-
-
-
1) Barmer = 0 metre 2) Balotra =55024 metre
55024
-
-
125 mm dia
-
-
-
1) Barmer = 0 metre 2) Balotra =63030 metre
63030
-
-
140 mm dia
-
-
-
1) Barmer = 0 metre 2) Balotra =35862 metre
35862
-
-
160 mm dia
-
-
-
1) Barmer = 0 metre 2) Balotra =9396 metre
9396
-
-
180 mm dia
-
-
-
1) Barmer = 0 metre 2) Balotra =3869 metre
3869
-
-
200 mm dia
-
-
-
1) Barmer = 0 metre 2) Balotra =2520 metre
2520
-
-
225 mm
-
-
-
1) Barmer = 0 Mtr. 2) Balotra =4249 Mtr.
4249
-
-
250 mm
-
-
-
1) Barmer = 0 Mtr. 2) Balotra =4104 Mtr.
4104
-
-
280 mm
-
-
-
1) Barmer = 0 Mtr. 2) Balotra =82 Mtr.
82
-
-
315 mm
-
-
-
1) Barmer = 0 Mtr. 2) Balotra =2144 Mtr.
2144
-
-
Providing, lowering, laying in trenches, aligning, fixing in position andnjointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes including all special and accessories as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
-
-
-
350 mm
-
-
-
1) Barmer = 0 Mtr. 2) Balotra =1869 Mtr.
1869
-
-
400 mm
-
-
-
1) Barmer = 0 Mtr. 2) Balotra =419 Mtr.
419
-
-
450 mm
-
-
-
1) Barmer = 0 Mtr. 2) Balotra =61 Mtr.
61
-
-
500 mm
-
-
-
1) Barmer = 0 Mtr. 2) Balotra =307 Mtr.
307
-
-
Construction of RCC valve chamber for different types of valves including earthwork excavation, 100 mm PCC M10 (1:3:6 i.e 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as levelling course, RCC M20 grade (1:1½:3 i.e. 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal) size for base slab, side wall & cover slab all 125 mm thick with C.I. surface box with hinged cover 100x100x75 mm (deep), including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing of concrete work, complete in all respect as per standard specifications and drawings and as directed by Engineerin- charge.
-
-
-
1200 x 1200 x 1300 mm (depth) for 80/100/125/150 mm dia valve
-
-
-
1) Barmer = 0 Each 2) Balotra =525 Each
525
-
-
1300 x 1300 x 1450 mm (depth) for 200/250/300 mm dia valve
-
-
-
1) Barmer = 0 Each 2) Balotra =57 Each
57
-
-
1400 x 1600 x 1750 mm (depth) for 350/400/450/500/600 mm dia
valve
-
-
-
1) Barmer = 0 Each 2) Balotra =6 Each
6
-
-
Thurst Block
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
-
-
-
1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40
mm nominal size).
-
-
-
1) Barmer = 0 Cum 2) Balotra =20 Cum
20
-
-
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.
-
-
-
Thermo-Mechanically Treated bars.
-
-
-
1) Barmer = 0 Kg 2) Balotra =2530 Kg
2530
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :
-
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
-
-
-
1) Barmer = 0 cum 2) Balotra =42 cum
42
-
-
Consumer Relation Management Centre (CRMC)
-
-
-
Design, Supply, Installation, Construction of Consumer Relation Management Centre (CRMC) including but not limited to office building, water supply, sanitation, boundary wall, pipes, fittings, electrical works, street lights, lavotaries, furniture, roadworks, horticulture, landscaping, architectural work, finishing works and all relevant civil, electrical, Mechanical, MIS system, required software and Hardware complete in all respect as per specifications, employer's requirement and satisifaction to the Employer's Representative to achieve perforamce indicators complete in all respect.
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-
1) Barmer = 1 Job 2) Balotra =2 Job
3
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-
Master Control Center (MCC)
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Design, Supply, Installation, Construction of Master Control Centre (MCC) including but not limited to office building, water supply, sanitation, boundary wall, pipes, fittings, electrical works, street lights, lavotaries, furniture, roadworks, horticulture, landscaping, architectural work, finishing works and all relevant civil, electrical, Mechanical, Instrumentation & SCADA works complete in all respect as per specifications, employer's requirement and satisifaction to the Employer's Representative to achieve perforamce indicators complete in all respect.
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-
-
1) Barmer = 0 Job 2) Balotra =1 Job
1
-
-
Design, construction, supplying, installation, testing, trial run and commissioning of Chlorination room excluding chlorination system at following locations including tonner stoage and handling including but not limited to connecting the system to clear water supply including piping works, EOT crane and its girder, alkaline water storage tank its sprinkling system and other Electro-Mechanical equipment, Instrumentation, SCADA system and synchronization of SCADA enabled devices and equipment installed, support structures for piping/valves, ventilation system, safety equipments and all finishing work to complete the building complete in all respect At Luni river PH : 25 sqm, At Samdari road PH : 25 sqm
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1) Barmer = 0 Lot 2) Balotra =2 Lot
2
-
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HOUSE CONNECTION
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Providing and making house service connections from water supply distribution HDPE pipe line upto water meter chamber inside the property using HDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
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-
20 mm Diameter HDPE below the ground & 15 mm GI pipe class B above the ground
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-
1) Barmer = 0 each 2) Balotra =16442 each
16442
-
-
25 mm Diameter HDPE below the ground & 20 mm GI pipe class B above the ground
-
-
-
1) Barmer = 0 each 2) Balotra =1644 each
1644
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-
32 mm Diameter HDPE below the ground & 25 mm GI pipe class B above the ground
-
-
-
1) Barmer = 0 each 2) Balotra =183 each
183
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-
Providing, lowering, laying & jointing MDPE/ HDPE pipes (Class-PE 100) PN 16 composite pipes for extra length for house service connections as per drawing and specifications complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
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With HDPE Pipe
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20 mm dia service pipe
-
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1) Barmer = 0 metre 2) Balotra =24663 metre
24663
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-
25 mm dia service pipe
-
-
-
1) Barmer = 0 metre 2) Balotra =1644 metre
1644
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-
32 mm dia service pipe
-
-
-
1) Barmer = 0 metre 2) Balotra =46 metre
46
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-
Supply, fixing, testing and commissioning of Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 / EEC/ MDIL with end coupling as per relevant technical specification and the direction of the Engineer
-
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15mm size
-
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-
1) Barmer = 0 Each 2) Balotra =16442 Each
16442
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20mm size
-
-
-
1) Barmer = 0 Each 2) Balotra =1644 Each
1644
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-
25mm size
-
-
-
1) Barmer = 0 Each 2) Balotra =183 Each
183
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-
Supplying and Fixing water METER BOX- with Weather resistant PE/ GRP box, press fitted Lid fixing & locking and locked with built-in or external lock.
-
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-
1) Barmer = 0 Each 2) Balotra =18269 Each
18269
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PART F -Refurbishment of Existing OHSRs, CWRs, Pump House
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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical specification including subsequent cutting/ removal and sealing of the holes as necessary of nipples after completion of grouting with cement/ Epoxy as per clause 2807 of MoRT&H Specification.
-
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-
Epoxy grout as per clause 2800 & 2803 of MoRT&H specification.
-
-
-
1) Barmer = 0 Each 2) Balotra =240 Each
240
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-
Sealing of cracks/ porous concrete with following by injection process through nipples including cost of material and labour complete as per drawing and technical specification complete.
-
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-
Epoxy grout as per clause 2800 & 2803 of MoRT&H specification.
-
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-
1) Barmer = 0 Kg 2) Balotra =340 Kg
340
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-
Providing and fixing angle iron frame 25 x 25 x 3mm for ventilators fixed with 24 gauge square mesh of 14 gauge stainless steel wire including 10 mm square bars at interval of 100 mm welded to frame with metal beading of 20 x 3mm complete in all respect as per technical specifications and drawings as per technical specification and as per direction of Engineer.
-
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-
1) Barmer = 0 Sqm 2) Balotra =62 Sqm
62
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-
Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer complete as per clause 2800 of MoRT&H specification.
-
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-
1) Barmer = 0 Sqm 2) Balotra =190 Sqm
190
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-
Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. complete as per clause 2807 of MoRT&H specification.
-
-
-
1) Barmer = 0 Sqm 2) Balotra =68 Sqm
68
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-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
-
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-
on Steel Work
-
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-
1) Barmer = 0 Sqm 2) Balotra =300 Sqm
300
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-
Providing and applying 2 coats of water based cement paint to unplastered concrete surface at all level after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm including all material, labour, scaffolding complete as per clause 800 of MoRT&H specifications including all material, labour scaffolding etc.
-
-
-
1) Barmer = 0 Sqm 2) Balotra =3200 Sqm
3200
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-
Providing & Fixing Shear anchors of 10/12 mm dia of sufficient length by drilling in the concrete for all microconcrete jacketing works at 500 mm c/c and grouting by high strength, quick setting polyester resin grout including cutting, bedning of steel, all tools tackels, etc., complete
-
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-
1) Barmer = 0 Nos 2) Balotra =160 Nos
160
-
-
Providing & removing water tight shuttering in 12 mm water proof ply for concreting & Microc oncrete job in line & level with proper supports, etc. complete
-
-
-
1) Barmer = 0 sqm 2) Balotra =150 sqm
150
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-
Providing & applying free flow, self compacting Microconcrete into the watertight shuttering for columns, beams jacketing at pre decided thickness admixed with 6 mm down pre washed cleaned stone aggrgates in the ratio of 1:0.5 as per manufactrer's specifications. The cost of providing the shttering shall be paid separately
-
-
-
1) Barmer = 0 cum 2) Balotra =34 cum
34
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-
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.
-
-
-
Hot rolled deformed bars
-
-
-
1) Barmer = 0 Kg 2) Balotra =1350 Kg
1350
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-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to two stories excluding cost of centring, shuttering, finishing and reinforcement :
-
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-
1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix)
-
-
-
1) Barmer = 0 Cum 2) Balotra =20 Cum
20
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-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to two stories excluding the cost of centring, shuttering, finishing and reinforcement:
-
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-
M-30 Grade Concrete
-
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-
1) Barmer = 0 Cum 2) Balotra =40 Cum
40
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Centring and shuttering with plywood or steel sheet up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :
-
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-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
-
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-
1) Barmer = 0 Sqm 2) Balotra =1000 Sqm
1000
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-
Suspended floors, roofs, landings, balconies and access platform.
-
-
-
1) Barmer = 0 Sqm 2) Balotra =160 Sqm
160
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-
Providing and fixing electronic water level indicator with specified nos of level indications including p/f prons in overhead tank, necessary cabling from level indicating panel to prones in over head tank (up to 5 metre length) in proper manner as per specification and direction of Engineer.
-
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-
5 level indications and cabling up to length of 5 metre
-
-
-
1) Barmer = 0 Set 2) Balotra =10 Set
10
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-
Guniting (Minimum density 2T/Cum.) on concrete/masonry surface with wire mesh size 50x50mm of wire thickness 3mm and cement mortar 1:3, applied with compressor after cleaning surface and applying with epoxy complete as per technical specification as per clause 2807 of MoRT&H Specification.
-
-
-
1) Barmer = 0 Sqm 2) Balotra =80 Sqm
80
-
-
Dismentaling old ladder,and Supply, fabricating & fixing of anodised (20 to 25 micron) Aluminium ladder of 450mm wide with 2 nos rectangular section of 65 x 35 mm (3 mm thick) as vertical post and 25 mm bars steps at 300 mm c/c complete in all respect as per the specification and the direction of the Engineer.
-
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-
1) Barmer = 0 Mtr 2) Balotra =46 Mtr
46
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-
Providing, fabricating and erecting MS ladder (with MS cage)of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer.
-
-
-
1) Barmer = 0 Mtr 2) Balotra =76 Mtr
76
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-
Providing, fabricating and erecting hand railing for walkway, top dome slab, balconey, staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer.
-
-
-
1) Barmer = 0 Mtr 2) Balotra =76 Mtr
76
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-
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.Per bag of 50Kg. of cement used in the mix.
-
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-
1) Barmer = 0 Per bag of 50Kg. of cement 2) Balotra =730 Per bag of 50Kg. of cement
730
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-
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :
-
-
-
1:3 (1 cement : 3 fine/ coarse sand)
-
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-
1) Barmer = 0 Sqm 2) Balotra =119 Sqm
119
-
-
Tile brick masonry with tile bricks of class designation 100 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
-
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-
1) Barmer = 0 Cum 2) Balotra =60 Cum
60
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-
Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer.
-
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-
1) Barmer = 0 No. 2) Balotra =6 No.
6
-
-
Providing and hoisting and fixing in position MS manhole frame and cover of best quality of 600mm x 600mm clear size with locking arrangement including applying two coats of anti corrosive paint etc., complete as per drawings.
-
-
-
1) Barmer = 0 No. 2) Balotra =6 No.
6
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-
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
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-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
-
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-
1) Barmer = 0 Kg 2) Balotra =600 Kg
600
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-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/ 10 sqm of approved brand or manufacture
-
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-
1) Barmer = 0 Sqm 2) Balotra =300 Sqm
300
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-
Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
-
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-
1) Barmer = 0 each set 2) Balotra =80 each set
80
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-
Painting new letters and figures of specified size, of any shade with first quality synthetic enamel paint, black or any other approved colour to give an even shade as per clause 801 of MoRT&H Specification including all material, labour.
-
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-
Hindi (Matras, Commas and the like not to be measured and paid for. Half letters shall be counted as half).
-
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-
1) Barmer = 0 cm. height Per letter 2) Balotra =1800 cm. height Per letter
1800
-
-
Extra for random rubble masonry with hard stone in superstructure above plinth level and up to two stories.
-
-
-
1) Barmer = 0 Cum 2) Balotra =60 Cum
60
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-
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :
-
-
-
Flush/ Ruled pointing
-
-
-
1) Barmer = 0 Sqm 2) Balotra =69 Sqm
69
-
-
Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to two stories excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). For recasting of Top dome
-
-
-
1) Barmer = 0 Cum 2) Balotra =160 Cum
160
-
-
Centring and shuttering with plywood or steel sheet up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for : For recasting of Top dome
-
-
-
Arches, domes, vaults up to 6 m span For recasting of Top dome
-
-
-
1) Barmer = 0 Sqm 2) Balotra =220 Sqm
220
-
-
Extra for shuttering in circular work (20% of respective centring and shuttering items). For recasting of Top dome
-
-
-
1) Barmer = 0 Sqm 2) Balotra =120 Sqm
120
-
-
Providing and fixing up to two stories precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete.
-
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
-
-
-
1) Barmer = 0 Cum 2) Balotra =30 Cum
30
-
-
Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
-
-
-
18 mm thick.
-
-
-
1) Barmer = 0 Sqm 2) Balotra =50 Sqm
50
-
-
Providing and fixing glass strips in joints of terrazzo/ cement concrete floors.
-
-
-
40 mm wide and 4 mm thick.
-
-
-
1) Barmer = 0 Mtr 2) Balotra =100 Mtr
100
-
-
Colour washing such as green, blue or buff to give an even shade :
-
-
-
New work (two or more coats) with a base coat of white washing with lime
-
-
-
1) Barmer = 0 Sqm 2) Balotra =100 Sqm
100
-
-
Finishing walls with water proofing cement paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.84 kg/10 sqm).
-
-
-
1) Barmer = 0 Sqm 2) Balotra =500 Sqm
500
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
-
-
-
New work (two or more coats) over and including priming coat with cement primer.
-
-
-
1) Barmer = 0 Sqm 2) Balotra =1000 Sqm
1000
-
-
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
-
-
-
Two or more coats on new work
-
-
-
1) Barmer = 0 Sqm 2) Balotra =371 Sqm
371
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
-
-
-
1) Barmer = 0 Kg 2) Balotra =500 Kg
500
-
-
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
-
-
-
Of area 3 sq. metres and below
-
-
-
1) Barmer = 0 each 2) Balotra =34 each
34
-
-
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
-
-
-
1) Barmer = 0 Sqm 2) Balotra =200 Sqm
200
-
-
Scraping of bricks dismantled from brick masonry including stacking.
-
-
-
In lime/Cement mortar
-
-
-
1) Barmer = 0 each 2) Balotra =5000 each
5000
-
-
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge.
-
-
-
In cement mortar
-
-
-
1) Barmer = 0 cum 2) Balotra =100 cum
100
-
-
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
-
-
-
1) Barmer = 0 Sqm 2) Balotra =100 Sqm
100
-
-
Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead as per direction of Engineer-in-charge:
-
-
-
Upto 150 mm diameter
-
-
-
1) Barmer = 0 mtr 2) Balotra =20 mtr
20
-
-
Above 150 mm dia upto 300 mm dia.
-
-
-
1) Barmer = 0 mtr 2) Balotra =20 mtr
20
-
-
Above 300 mm diameter
-
-
-
1) Barmer = 0 mtr 2) Balotra =20 mtr
20
-
-
Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres
-
-
-
Upto 150 meter
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
Above 150 meter
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
Loading and Unloading of Cement or Steel by Manual Means and stacking.
-
-
-
1) Barmer = 0 ton 2) Balotra =3 ton
3
-
-
Brick work with FPS bricks of class designation 75 in superstructure
above plinth level upto two stories in all shapes and sizes in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
-
-
-
1) Barmer = 0 cum 2) Balotra =35 cum
35
-
-
Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix :
-
-
-
1:4 (1 cement : 4 fine/ coarse sand)
-
-
-
1) Barmer = 0 sqm 2) Balotra =500 sqm
500
-
-
Fixing standard steel glazed doors, windows and ventilators in walls with 15x3mm lugs 10 cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws (only steel windows with lugs, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost.)
-
-
-
1) Barmer = 0 Kg 2) Balotra =260 Kg
260
-
-
PART G-MECHANICAL WORKS
-
-
-
Dismantling of all existing Suction Pipe, Valves, Pumps, Delevery pipe, Common header, etc. including loading and Un-loading of dismantling items by any means of transport to appropiate store or other area as per the direction of Engineer-in-Charge in all respect.
-
-
-
1) Barmer = 0 Lot 2) Balotra =2 Lot
2
-
-
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.
-
-
-
Manually operated class PN 1.0
-
-
-
80 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =394 Each
394
-
-
100 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =2 Each
2
-
-
125 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =15 Each
15
-
-
150 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =3 Each
3
-
-
200 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =17 Each
17
-
-
250 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =8 Each
8
-
-
300 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =1 Each
1
-
-
350 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
400 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =3 Each
3
-
-
450 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =1 Each
1
-
-
500 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =2 Each
2
-
-
Manually Operated Class PN 1.6
-
-
-
100 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =3 Each
3
-
-
150 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
200 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =9 Each
9
-
-
250 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =5 Each
5
-
-
300 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
350 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =2 Each
2
-
-
400 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =3 Each
3
-
-
Electrically Operated & SCADA Compatible class PN 1.0
-
-
-
80mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =50 Each
50
-
-
100 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =26 Each
26
-
-
125 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =15 Each
15
-
-
150mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
200mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =20 Each
20
-
-
250mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =9 Each
9
-
-
300 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
350 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =1 Each
1
-
-
400 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =2 Each
2
-
-
Electrically Operated & SCADA Compatible class PN 1.6
-
-
-
150 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =1 each
1
-
-
200 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =4 each
4
-
-
300 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =1 each
1
-
-
350 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =1 each
1
-
-
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia. complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer.
-
-
-
Electrically Operated & SCADA Compatible (PN 1.0 class)
-
-
-
150 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =9 each
9
-
-
200mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =6 each
6
-
-
250mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =8 each
8
-
-
300mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
Electrically Operated & SCADA Compatible (PN 1.6 class)
-
-
-
100 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
150 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
200mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
300mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
Providing, lowering, laying, aligning, fixing in position jointing in pipeline following dia D/F DI Plunger valve (Flow Control Valve) PN 1.6 class with electrical actuator suitable for SCADA compatibility complete (including jointing & jointing material) including all material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer.
-
-
-
150 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =1 each
1
-
-
200 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =4 each
4
-
-
250mm diameter
-
-
-
1) Barmer = 0 each 2) Balotra =4 each
4
-
-
300 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =1 each
1
-
-
350 mm dia
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge.
-
-
-
250 mm dia
-
-
-
1) Barmer = 0 No. 2) Balotra =2 No.
2
-
-
300 mm dia
-
-
-
1) Barmer = 0 No. 2) Balotra =2 No.
2
-
-
400 mm dia
-
-
-
1) Barmer = 0 No. 2) Balotra =1 No.
1
-
-
Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Double Air Valves of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer
-
-
-
50 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =10 Each
10
-
-
80 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =3 Each
3
-
-
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
80 mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =444 Each
444
-
-
100 mm dia
-
-
-
1) Barmer = 0 Each 2) Balotra =33 Each
33
-
-
125mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =30 Each
30
-
-
150mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =24 Each
24
-
-
200mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =62 Each
62
-
-
250mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =36 Each
36
-
-
300mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =17 Each
17
-
-
350mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =10 Each
10
-
-
400mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =9 Each
9
-
-
450mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =1 Each
1
-
-
500mm dia PN-1.0
-
-
-
1) Barmer = 0 Each 2) Balotra =2 Each
2
-
-
Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer.
-
-
-
EMF100 for DN 100 mm
-
-
-
1) Barmer = 0 Each 2) Balotra =1 Each
1
-
-
EMF150 for DN 150 mm
-
-
-
1) Barmer = 0 Each 2) Balotra =2 Each
2
-
-
EMF200 for DN 200 mm
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
EMF250 for DN 250 mm
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
EMF300 for DN 300 mm
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
EMF400 for DN 400 mm
-
-
-
1) Barmer = 0 Each 2) Balotra =1 Each
1
-
-
EMF450 for DN 450 mm
-
-
-
1) Barmer = 0 Each 2) Balotra =1 Each
1
-
-
EMF500 for DN 500 mm
-
-
-
1) Barmer = 0 Each 2) Balotra =1 Each
1
-
-
Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor as per IS 12615-2011 or amended up to date, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification
-
-
-
Discharge 20 to 30 LPS and head 20 to 30 M
-
-
-
1) Barmer = 0 Each 2) Balotra =2 Each
2
-
-
Discharge 20 to 30 LPS and head 31 to 40 M
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
Discharge 51 to 60 LPS and head 31 to 40 M
-
-
-
1) Barmer = 0 Each 2) Balotra =2 Each
2
-
-
Discharge 121 to 140 LPS and head 41 to 50 M
-
-
-
1) Barmer = 0 Each 2) Balotra =2 Each
2
-
-
Drain Pump at Pump House
-
-
-
Supply, Install, Test & Commissioning of Drain pump including cost of footvalve, GI pipes and fittings etc.for draining out of water one at Luni river PH and Samdari road PH
-
-
-
Discharge 2.77 lps,15 m head
-
-
-
1) Barmer = 0 Nos 2) Balotra =2 Nos
2
-
-
Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerine filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminium
-
-
-
1) Barmer = 0 No. 2) Balotra =15 No.
15
-
-
Providing, Installation, Testing and Commissioning of Pressure Transmitter : Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67
-
-
-
1) Barmer = 0 No. 2) Balotra =11 No.
11
-
-
Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT). Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.
-
-
-
2MT Capacity, Span 7 M and Lift 6 M
-
-
-
1) Barmer = 0 No. 2) Balotra =4 No.
4
-
-
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. for mounting Electrically Operated Traveling Crane (EOT). complete with all respect as per the specification IS-808: 1989(Ambedement till upto date)
-
-
-
1) Barmer = 0 kg 2) Balotra =4000 kg
4000
-
-
CHLORINATION SYSTEM
-
-
-
Supply of Chlorine Safety Equipment set comprising of the items Chlorine leak detector with two sensors, self contained compressed air breathing apparatus, safety shower with eye wash, emergency tonner repair kit, protective clothing such as PVC overall, gloves and rubber boots; complete as per detailed specifications & the directed of the Engineer.
-
-
-
1) Barmer = 0 set 2) Balotra =1 set
1
-
-
Providing, installation, testing and commissioning of vacuum Feed Gas Chlorinator system with all accessories and making connection with existing pipeline required including supply & installation of ejector unit, Vacuum chlorination unit, trunnion roller support, auxiliary container valve, flexible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM 'Y' type strainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity including safety equipment complete in all respect as per specification and the direction of the Engineer.
-
-
-
1 kg/hr capacity
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer.
-
-
-
1) Barmer = 0 Each 2) Balotra =4 Each
4
-
-
PART H-ELECTRICAL WORKS
-
-
-
Supply ,Installation, Testing and Commissioning of 11 KV Ring Main unit (1 No. of LBS at Incomer and 2 Nos. of VCBs at Outgoing) as per technical requirements and complete in all respect at the Various locations
-
-
-
Pumping Station at Pumping Station at Luni river Balotra
1
-
-
Pumping Station at Pumping Station near samdari road campur Balotra
1
-
-
Supply installation testing & Commissioning of star rated Copper wound distribution Transformer ( All the distribution transformer must be star rated as per notification of (BEE) ministry of power, Goverenment of India) of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11, ONAN Cooled & as per BEE star level- 2 & BIS approved as per IS 2026-1977 & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather,Bucholz relay, radiator, fins, HT cable box & LT cable boxes, Off -LTC (+5% to - 10% @ 2.5%) temperature rise of 40 degree C in oil / 45 degree C in winding , ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953 , Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. NABL accredeated / CPRI/ ERDA lab testing reports with OEM certificate must submitted to engineer in charge .Transformer must be tested from CTL test lab of discom (if reqd.) before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, CTL testing charges & Inspection charges shall be reimbursed by the department to the contractor as per actual expenditure. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work.
-
-
-
160 KVA
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
250 KVA
-
-
-
1) Barmer = 0 each 2) Balotra =2 each
2
-
-
Providing, laying, testing & commissioning of Complete cabling system with HV cables including termination Kits as required, GI cable trays, route marker, steel structure for cable trench, MS pipes and all required accessories at the following locations
-
-
-
Pumping Station at Pumping Station at Luni river Balotra
1
-
-
Pumping Station at Pumping Station near samdari road campur Balotra
1
-
-
Providing, laying, testing & commissioning of Complete cabling system with LV power & control cables including termination Kits as required, GI cable trays, route marker, steel structure for cable trench, MS pipes and all required accessories at the following locations
-
-
-
Pumping Station at Pumping Station at Luni river Balotra
1
-
-
Pumping Station at Pumping Station near samdari road campur Balotra
1
-
-
Supply, Installation, Testing and Commissiong of LV switchboard as per approved SLD at the following location
-
-
-
Pumping Station at Pumping Station at Luni river Balotra
1
-
-
Pumping Station at Pumping Station near samdari road campur Balotra
1
-
-
Supply , Installation, Testing and Comissioning of Silent DG Set (As
per latest CPCB emission norms) having specifications as per A, B,C, D, E, F,G,H
A. 1500 RPM Diesel Engine conform to BS:649/5514 of suitable BHP Engine shall have residential silencer (isolated from main DG chamber), up to 3 M exhaust piping (with insulation & cladding ) as required .
B. AC Brush less SPDP Alternator conform to BS 5000 (part 99) or IS 4722.-2001 . Alternator shall be self regulated with standard Alternator Protection( Over voltage , over speed & under voltage, under speed warning & shutdown).Engine & Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled
C. Standard canopy with Weatherproof, powder coated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet & filled with glass wool (96Kg/m3)/ Foam. as per IS 8183 the doors of 28/40/50/85 mm thick as per rating and fabricated from 1.6mm CRCA sheet packed with accoustic material,All doors/ opening are sealed with neoprene/EPDN gaskets. The enclosure has built in fuel tank, with protection and tripping of DG set against temperature of more than 50 degree centigrade
D. Electronic / Mechanical governor, Manual & electric Start ,Batteries with battry charger, Engine instruments panel,AVM pads All controls for operation of DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring & control system, MCCB/ACB of suitable rating, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter,digital fuel display meter, Ind.lamps etc. mounted inside enclosure , visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level shall be less than 75 dB at a distance of 1 Mtrs. duly certified by authorised agency etc. complete in all respect of following capacity :
E. (A) Accoustic glass wool wall thickness should not be less then 40mm and not less then 20mm PU foam upto rating 100 KVA.
(B).Accoustic glass wool wall thickness should not be less then 65mm and not less then 50mm PU foam upto rating 250 KVA.
(C)Accoustic glass wool wall thickness should not be less then 100mm for rating above 250 KVA.
F. First filling of the fuel tank shall be done by contractor and the prevailing fuel cost at that time shall be reimbursed to the contactor by department.
G. Servicing of the DG set (as per OEM guidelines) during the DLP period shall be done by contractor including all consumables,actual charges shall be reimbursed to the contractor by department/client complete in all respect.
H. OEM Must have BIS certificate and & shall have submit NABL / CPRI / ERDA/ CPCB standards approved lab type test reports before execution as required complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work.
-
-
-
160 KVA at 0.8 pf 415V 50Hz 3-ǿ
-
-
-
1) Barmer = 0 each 2) Balotra =1 each
1
-
-
250 KVA at 0.8 pf 415V 50Hz 3-ǿ
-
-
-
1) Barmer = 0 each 2) Balotra =1 each
1
-
-
Supply Installation Testing & commissioning of Local Push button Stations complete to the following locations
-
-
-
Pumping Station at Pumping Station at Luni river Balotra
6
-
-
Pumping Station at Pumping Station near samdari road campur Balotra
6
-
-
Supply, Installation, Testing & commissioning of Complete earthing / lightning protection system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories at the following location
-
-
-
Pumping Station at Pumping Station at Luni river Balotra
1
-
-
Pumping Station at Pumping Station near samdari road campur Balotra
1
-
-
Design, Supply, Installation, Testing & commissioning of Complete Solar panel with following capacity of Solar PV crystalline Module, string inverter, complete set of Galvanized Module Mounting Structure with appropriate analysis of load/wind speed, Remote monitoring system, Require set of Battery Bank, Power Conditioning Unit and complete set of Cables & Other related accessories including conduit, ACDB, lightning arrester and earthing kits ETC, Installation & Commissioning Civil work for structure. LT panel (if required) as per approved drawing for the following location:
-
-
-
Pumping Station at Pumping Station at Luni river Balotra
30
-
-
Pumping Station at Pumping Station near samdari road campur Balotra
30
-
-
Dismantling of all existing HT & LT electrical equipments, accessories i.e. 2P/4P/RMU, Transformer, HT Cables, DG set, LV Switchboards, APFC Panel, LCP, LPBS, Power & Control Cables, Trays, Earthing & Lightning system, Fixtures, etc. including loading and Un-loading of dismantling items by any means of transport to appropiate store or other area as per the direction of Engineer-in-Charge in all respect.
-
-
-
1) Barmer = 0 Lot 2) Balotra =2 Lot
2
-
-
S& F of all in one solar LED street light pole with fixtures and with Integrated high efficient Monocrystalline panel with Lithium (LiFePO4) Ferro Phosphate battery with BIS approved make. luminaire should be secondary optic lenses for better distribution with delivered efficacy of 100 Lumen perwatt. Bidder shall have in house R&D Laboratory which is recognised by ministry of Science & Technology department, Govt. Of India/NABL. Bidder shall have in house pole & luminaire manufacturing facility. Luminaire can be supplied with Hybrid switch along with indicator to understand the source of power( either from solar or AC supply) shall have certificate tested from MNRE approved Lab. Guarantee for total system is five years . Note: All the above should be integrated and should be 1 system. make: Bajaj/ Philips / Crompton, including cabling and any other accesories complete in all respect for Outdoor Campus and road lightning as per the specifications and direction of Engineer-in-charge.
-
-
-
Compact Solar LED Street Light - 60W(MONO) 18V/ 12.8V 27Ah/40W
-
-
-
1) Barmer = 0 Nos. 2) Balotra =16 Nos.
16
-
-
PART I-INSTRUMENTATION AND SCADA WORKS
-
-
-
Modular RTU complete with DI, DO, AI and modbus communication ports and power supply 24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC
with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communication protocols, onboard I/Os min. (8 DI, 4 DQ, 2 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem having IP-5X Protection. panels shall be self-fabricate type only with Canopy.
-
-
-
1) Barmer = 30 Lot 2) Balotra =0 Lot
30
-
-
Supply, Installation, testing and commissioning of SCADA System at Master Control Centre complete with PC server, monitor, communication modules, printers, required hardware, software, complete with all accessories.
-
-
-
1) Barmer = 0 lot 2) Balotra =2 lot
2
-
-
60" LED display of latest resolution and configuration
-
-
-
1) Barmer = 0 No. 2) Balotra =8 No.
8
-
-
Operator console including control desk chairs, storage racks, etc.
-
-
-
1) Barmer = 0 lot 2) Balotra =8 lot
8
-
-
Provision for Desktop computers for control centres with furnitures
-
-
-
1) Barmer = 0 lot 2) Balotra =9 lot
9
-
-
Modular RTU complete with DI, DO, AI and modbus communication ports and power supply 24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC
with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communication protocols, onboard I/Os min. (8 DI, 4 DQ, 2 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem having IP-5X Protection. panels shall be self-fabricate type only with Canopy.
-
-
-
1) Barmer = 0 Lot 2) Balotra =77 Lot
77
-
-
Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, Single Phase 230 V, 50 Hz with 2 hour backup SMF battery bank as per specification
-
-
-
1 kVA
-
-
-
1) Barmer = 0 No. 2) Balotra =76 No.
76
-
-
2 kVA
-
-
-
1) Barmer = 0 No. 2) Balotra =1 No.
1
-
-
Supply, Installation, testing and commissioning of following PLC cum Instrument Control Panel including PLC, programming software, hardware, PC based SCADA System complete with PC server, Operator work station, engineering work station with 32" LED monitor, communication modules, color A3 & A4 printers, required hardware, software, etc complete with all accessories and in line with the Technical specifications for each existing WTP and existing PH.
-
-
-
Pumping Station at Luni pump house
-
-
-
1) Barmer = 0 LS 2) Balotra =1 LS
1
-
-
Pumping Station at Samdari road house
-
-
-
1) Barmer = 0 LS 2) Balotra =1 LS
1
-
-
pH Analyser: Transmitter: Range: 0-14 pH, Power Supply 230 NVAC, Input: One Digital Sensor, Output: 4-20mA HART, IP66 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ flow through tee MOC SS.
-
-
-
1) Barmer = 0 set 2) Balotra =4 set
4
-
-
Chlorine Analyser : Transmitter : Range: 0.05 to 20 ppm, Power Supply 230 VAC, Input: 2 Digital Sensors - one for chlorine and second for pH, Output: 4-20mA HART, IP66/67 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ Sensor range:0.05 to 20 mg/l.
-
-
-
1) Barmer = 0 set 2) Balotra =4 set
4
-
-
PART J-Miscellaneous Works
-
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement -
All work upto plinth level :
-
-
-
1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix)
-
-
-
1) Barmer = 190 cum 2) Balotra =180 cum
370
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
-
-
-
1) Barmer = 450 cum 2) Balotra =300 cum
750
-
-
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.
-
-
-
Thermo-Mechanically Treated bars.
-
-
-
1) Barmer = 1500 kg 2) Balotra =1600 kg
3100
-
-
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete.
-
-
-
1) Barmer = 800 sqm 2) Balotra =499 sqm
1299
-
-
Random rubble masonry with hard stone in foundation and plinth :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
-
-
-
1) Barmer = 580 cum 2) Balotra =470 cum
1050
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
-
-
-
1) Barmer = 130 cum 2) Balotra =160 cum
290
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
-
-
-
1) Barmer = 50 cum 2) Balotra =20 cum
70
-
-
Restoration of Culverts, Drains, Compound Wall
-
-
-
Brick work with FPS bricks of class designation 75 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
-
-
-
1) Barmer = 420 cum 2) Balotra =300 cum
720
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
-
-
-
1) Barmer = 480 cum 2) Balotra =370 cum
850
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
-
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1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
-
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1) Barmer = 130 cum 2) Balotra =140 cum
270
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-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
-
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1) Barmer = 200 cum 2) Balotra =120 cum
320
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Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix :
-
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1:4 (1 cement : 4 fine/ coarse sand)
-
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1) Barmer = 200 sqm 2) Balotra =200 sqm
400
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Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :
-
-
-
1:3 (1 cement : 3 fine/ coarse sand)
-
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1) Barmer = 200 sqm 2) Balotra =220 sqm
420
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PART-K "Operation and Maintenance"
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From commssioning to completion of design build period
-
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Operation & maintenance of sewerage collection & conveyance system (RCC/ HDPE/HDPE DWC pipes) from consumer point to STP complete. (line between property chamber and sewer manhole will not be measured for payment purpose).
-
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1) Barmer = 684 Km per month 2) Balotra =1195 Km per month
1879
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Operation and Maintenance After completion of Design Build Period
-
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Water Network
-
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Operation, maintenance and management of water supply system through regular water supply in DMAs/Zones from service reservoirs to consumer water meter points as per specifications including consumables & excluding power charges as directed by Engineer Incharge.
-
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1) Barmer = 0 consumer month 2) Balotra =33604 consumer month
33604
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Operation, maintenance and management, meter reading, billing of entire water supply system through regular water supply up to consumer water meter points as per specifications & employer's requirement including consumables & excluding power charges as directed by Engineer Incharge.
-
-
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1) Barmer = 0 Per consumer per month 2) Balotra =2192280 Per consumer per month
2192280
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O&M of STP & SPS
-
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Operation & Maintenance of Upgradated 10 MLD STP of to meet treatment parameter as per the CPCB/MoEF Guidelines/ NGT order dated 30/04/2019.
-
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1) Barmer = 36500 2) Balotra =0
36500
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O&M Sewer Network
-
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Operation & maintenance of sewerage collection & conveyance system (RCC/ HDPE/HDPE DWC pipes) from consumer point to STP complete. (line between property chamber and sewer manhole will not be measured for payment purpose).
-
-
-
1) Barmer = 6851 Km per month 2) Balotra =11953 Km per month
18804
-
-
Faecal Sludge Management (FSM)
-
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Desludging of septage from soak wells/pits/ septic tanks and transporting and emptying at inlet of FSTP including operation and maintenance of the equipment with all accessories complete in all respect over the O&M period as per specification and direction of Engineer.
-
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-
O&M for 4000 liter truck
-
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1) Barmer = 300 Trip 2) Balotra =2800 Trip
3100
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O&M for 1000 liter truck
-
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1) Barmer = 10000 Trip 2) Balotra =14697 Trip
24697
-
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"Provisional Sum"
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Provision of Provisional sum to be used as tender document (fixed) : INR 800,00,000. Bidder should fill amount INR 800,00,000.
(Barmer=400,00,000, Balotra=400,00,000)
1
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Evaluation Notes How It Works ?
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