Rajasthan Urban Infrastructure Development Program Tender
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Costs
EMD
₹ 63,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Waste Water Work In Ladnu, Didwana And Makrana
Description
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Contact
Tender Id
2019_RUIDP_145286_1Bid Award Id
ViewTender No
RSTDIP/LDN-DID-MKN/01Tender Authority
Rajasthan Urban Infrastructure Development Program ViewPurchaser Address
-Website
http://http://urbanslbruidp.rajasthan.gov.in/
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Documents
BOQ Items
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In Hard Soil
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1)Ladnun = 90 2)Didwana =54 3)Makrana =54
198
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In Ordinary/ Soft Rock
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1)Ladnun = 18 2)Didwana =0 3)Makrana =9
27
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In Hard Rock
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1)Ladnun = 18 2)Didwana =0 3)Makrana =9
27
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Plate load test for determining SBC at a specified depth and draw load settlement curve as per Indian standard complete in all respect as per specifications.
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1)Ladnun = 2 2)Didwana =3 3)Makrana =3
8
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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 (Satellite image will be provided by the Department
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1)Ladnun = 11500 2)Didwana =3800 3)Makrana =8000
23300
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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)Ladnun = 6125 2)Didwana =1907 3)Makrana =6866
14898
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Granular Courses
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1)Ladnun = 30701 2)Didwana =8897 3)Makrana =42625
82223
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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)Ladnun = 7525 2)Didwana =3098 3)Makrana =3477
14100
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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) earthwire and conductors.
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1)Ladnun = 12 2)Didwana =12 3)Makrana =18
42
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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)Ladnun = 24 2)Didwana =24 3)Makrana =36
84
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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)Ladnun = 11 2)Didwana =11 3)Makrana =18
40
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Girth from 600 mm to 900 mm
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1)Ladnun = 17 2)Didwana =17 3)Makrana =26
60
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Girth from 900 mm to 1800 mm
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1)Ladnun = 24 2)Didwana =24 3)Makrana =35
83
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Girth from 1800 mm to 2700 mm
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1)Ladnun = 26 2)Didwana =26 3)Makrana =39
91
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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)Ladnun = 11 2)Didwana =17 3)Makrana =18
46
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In area of thorny jungle
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1)Ladnun = 17 2)Didwana =17 3)Makrana =26
60
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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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Cement Concrete Grade M-15 and above and PCC blocks
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1)Ladnun = 58 2)Didwana =58 3)Makrana =90
206
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Dismantling Brick / Tile work
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In cement mortar
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1)Ladnun = 67 2)Didwana =67 3)Makrana =107
241
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Dismantling Stone Masonry
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Rubble stone masonry in cement mortar
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1)Ladnun = 85 2)Didwana =85 3)Makrana =133
303
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Scarifying existing bituminous 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)Ladnun = 54238 2)Didwana =17449 3)Makrana =7373
79060
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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)Ladnun = 8470 2)Didwana =2749 3)Makrana =10531
21750
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Grading - II Material
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1)Ladnun = 2607 2)Didwana =101 3)Makrana =2493
5201
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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)Ladnun = 26118 2)Didwana =6493 3)Makrana =27946
60557
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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 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)Ladnun = 134804 2)Didwana =28568 3)Makrana =83473
246845
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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 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 finishercompacting 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)Ladnun = 19425 2)Didwana =169 3)Makrana =0
19594
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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)Ladnun = 171647 2)Didwana =39453 3)Makrana =108934
320034
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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 @ 0.9 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)Ladnun = 171647 2)Didwana =39453 3)Makrana =108934
320034
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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 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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35-40 mm compacted thickness (Grade-1) using Bitumen VG-grade 30 @ 4.5% (percent by weight of total mix)(In Tranch Width)
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1)Ladnun = 15 2)Didwana =156 3)Makrana =952
1123
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25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)(In Full Width)
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1)Ladnun = 430 2)Didwana =201 3)Makrana =48
679
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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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1)Ladnun = 892 2)Didwana =737 3)Makrana =2133
3762
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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 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 under sewer line and manhole work including allowances for any additional road restoration beyond the drawings (measurement for payment to be as per standard drawings) to complete the task.
With Bitumen VG-grade 30
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1)Ladnun = 154229 2)Didwana =28737 3)Makrana =83473
266439
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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 manualy, 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)Ladnun = 4431 2)Didwana =1836 3)Makrana =1594
7861
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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) In Full width
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1)Ladnun = 4951 2)Didwana =2501 3)Makrana =5716
13168
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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 width
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1)Ladnun = 3963 2)Didwana =1265 3)Makrana =58
5286
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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 viebro 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 incharge. 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. 100mm thick.
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1)Ladnun = 3134 2)Didwana =0 3)Makrana =0
3134
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Part C - Sewer line, Manhole, Inspection Chamber etc.
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Earth Work
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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)Ladnun = 282814 2)Didwana =12106 3)Makrana =201849
496769
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Depth above 1.5 m and upto 3.0 m
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1)Ladnun = 52511 2)Didwana =35322 3)Makrana =50377
138210
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Depth above 3.0 m and upto 4.5 m
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1)Ladnun = 10750 2)Didwana =8462 3)Makrana =8675
27887
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Depth above 4.5 m and upto 6.0 m
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1)Ladnun = 2946 2)Didwana =2422 3)Makrana =9362
14730
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Depth above 6.0 m and upto 7.5 m
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1)Ladnun = 718 2)Didwana =924 3)Makrana =3000
4642
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Depth above 7.5 m and upto 9.0 m
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1)Ladnun = 96 2)Didwana =223 3)Makrana =1249
1568
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Depth above 9.0 m and upto 10.5 m
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1)Ladnun = 15 2)Didwana =0 3)Makrana =824
839
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Depth above 10.5 m and upto 12.0 m
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1)Ladnun = 0 2)Didwana =0 3)Makrana =112
112
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Depth above 12.0 m and upto 13.5 m
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1)Ladnun = 0 2)Didwana =0 3)Makrana =4
4
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In Ordinary Rocks
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Depth upto 1.5 m
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1)Ladnun = 0 2)Didwana =0 3)Makrana =11214
11214
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Depth above 1.5 m and upto 3.0 m
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1)Ladnun = 0 2)Didwana =1859 3)Makrana =4975
6834
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Depth above 3.0 m and upto 4.5 m
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1)Ladnun = 0 2)Didwana =461 3)Makrana =1531
1992
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Depth above 4.5 m and upto 6.0 m
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1)Ladnun = 1178 2)Didwana =128 3)Makrana =1652
2958
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Depth above 6.0 m and upto 7.5 m
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1)Ladnun = 180 2)Didwana =48 3)Makrana =529
757
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Depth above 7.5 m and upto 9.0 m
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1)Ladnun = 24 2)Didwana =17 3)Makrana =220
261
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Depth above 9.0 m and upto 10.5 m
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1)Ladnun = 4 2)Didwana =0 3)Makrana =135
139
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Depth above 10.5 m and upto 12.0 m
-
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1)Ladnun = 0 2)Didwana =0 3)Makrana =10
10
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Depth above 12.0 m and upto 13.5 m
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-
-
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1)Ladnun = 0 2)Didwana =0 3)Makrana =5
5
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In hard Rock (Blasting prohibited)
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Depth upto 1.5 m
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-
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1)Ladnun = 0 2)Didwana =0 3)Makrana =11214
11214
-
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Depth above 1.5 m and upto 3.0 m
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-
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1)Ladnun = 0 2)Didwana =0 3)Makrana =6841
6841
-
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Depth above 3.0 m and upto 4.5 m
-
-
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1)Ladnun = 0 2)Didwana =0 3)Makrana =2551
2551
-
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Depth above 4.5 m and upto 6.0 m
-
-
-
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1)Ladnun = 0 2)Didwana =0 3)Makrana =2753
2753
-
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Depth above 6.0 m and upto 7.5 m
-
-
-
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1)Ladnun = 360 2)Didwana =0 3)Makrana =882
1242
-
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Depth above 7.5 m and upto 9.0 m
-
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-
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1)Ladnun = 48 2)Didwana =0 3)Makrana =367
415
-
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Depth above 9.0 m and upto 10.5 m
-
-
-
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1)Ladnun = 48 2)Didwana =0 3)Makrana =243
291
-
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Depth above 10.5 m and upto 12.0 m
-
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1)Ladnun = 48 2)Didwana =0 3)Makrana =34
82
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Depth above 12.0 m and upto 13.5 m
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1)Ladnun = 48 2)Didwana =0 3)Makrana =6
54
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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)Ladnun = 28281 2)Didwana =1211 3)Makrana =22428
51920
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Excavation from Encountered depth of water table 1.5 to 3.0 m
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1)Ladnun = 5251 2)Didwana =3718 3)Makrana =6219
15188
-
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Excavation from Encountered depth of water table 3.0 to 4.5 m
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1)Ladnun = 1075 2)Didwana =892 3)Makrana =1276
3243
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Excavation from Encountered depth of water table 4.5 to 6.0 m
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1)Ladnun = 412 2)Didwana =255 3)Makrana =1377
2044
-
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Excavation from Encountered depth of water table 6.0 to 7.5 m
-
-
-
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1)Ladnun = 126 2)Didwana =97 3)Makrana =441
664
-
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Excavation from Encountered depth of water table 7.5 to 9.0 m
-
-
-
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1)Ladnun = 17 2)Didwana =24 3)Makrana =184
225
-
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Excavation from Encountered depth of water table 9.0 to 10.5 m
-
-
-
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1)Ladnun = 7 2)Didwana =0 3)Makrana =120
127
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Excavation from Encountered depth of water table 10.5 to 12.0 m
-
-
-
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1)Ladnun = 5 2)Didwana =0 3)Makrana =16
21
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Excavation from Encountered depth of water table 12.0 to 13.5 m
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1)Ladnun = 5 2)Didwana =0 3)Makrana =2
7
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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.
-
-
-
... More
Depth upto 3.0 m
-
-
-
... More
1)Ladnun = 237241 2)Didwana =116543 3)Makrana =233761
587545
-
-
... More
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)
-
-
-
... More
1)Ladnun = 23724 2)Didwana =11654 3)Makrana =23376
58754
-
-
... More
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.
-
-
-
... More
Depth more than 3.0 m and upto 6.0 m
-
-
-
... More
1)Ladnun = 30660 2)Didwana =37828 3)Makrana =50049
118537
-
-
... More
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)
-
-
-
... More
1)Ladnun = 3066 2)Didwana =3782 3)Makrana =5004
11852
-
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... More
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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-
... More
Depth more than 3.0 m and upto 6.0 m
-
-
-
... More
1)Ladnun = 9902 2)Didwana =10222 3)Makrana =11314
31438
-
-
... More
Depth beyond 6.0 m
-
-
-
... More
1)Ladnun = 5611 2)Didwana =5215 3)Makrana =7009
17835
-
-
... More
Carriage of Materials by mechanical transport including loading, unloading and
stacking ::
-
-
-
... More
Earth, Stone Boulders, gravellary
-
-
-
... More
lead up to 1 Km
-
-
-
... More
1)Ladnun = 73880 2)Didwana =45377 3)Makrana =81027
200284
-
-
... More
lead up to 2 Km
-
-
-
... More
1)Ladnun = 67451 2)Didwana =87343 3)Makrana =90380
245174
-
-
... More
lead up to 3 Km
-
-
-
... More
1)Ladnun = 73226 2)Didwana =0 3)Makrana =99733
172959
-
-
... More
lead up to 4 Km
-
-
-
... More
1)Ladnun = 90551 2)Didwana =0 3)Makrana =127793
218344
-
-
... More
Barricading
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... More
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 100mm 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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-
-
... More
1)Ladnun = 102795 2)Didwana =152411 3)Makrana =125139
380345
-
-
... More
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)
-
-
-
... More
1)Ladnun = 428860 2)Didwana =236647 3)Makrana =1501203
2166710
-
-
... More
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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-
-
... More
1)Ladnun = 168210 2)Didwana =112901 3)Makrana =204773
485884
-
-
... More
Pipes (Supply & Laying)
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-
-
... More
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 hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
... More
200 mm ID
-
-
-
... More
1)Ladnun = 110005 2)Didwana =1600 3)Makrana =78694
190299
-
-
... More
250 mm ID
-
-
-
... More
1)Ladnun = 680 2)Didwana =48400 3)Makrana =1096
50176
-
-
... More
300 mm ID
-
-
-
... More
1)Ladnun = 227 2)Didwana =0 3)Makrana =0
227
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... More
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 casting process (with Sulphate Resistant cement) 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
-
-
-
... More
350 mm internal diameter
-
-
-
... More
1)Ladnun = 1554 2)Didwana =200 3)Makrana =3076
4830
-
-
... More
400 mm internal diameter
-
-
-
... More
1)Ladnun = 0 2)Didwana =0 3)Makrana =62
62
-
-
... More
500 mm internal diameter
-
-
-
... More
1)Ladnun = 500 2)Didwana =0 3)Makrana =0
500
-
-
... More
600 mm internal diameter
-
-
-
... More
1)Ladnun = 500 2)Didwana =0 3)Makrana =0
500
-
-
... More
900 mm internal diameter
-
-
-
... More
1)Ladnun = 0 2)Didwana =800 3)Makrana =0
800
-
-
... More
1200 mm internal diameter
-
-
-
... More
1)Ladnun = 0 2)Didwana =0 3)Makrana =500
500
-
-
... More
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 by trenchless method adopting any suitable technology below ground at required 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.
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-
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... More
In all types of soil
-
-
-
... More
250 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 3838 2)Didwana =6000 3)Makrana =5925
15763
-
-
... More
315 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 837 2)Didwana =925 3)Makrana =1361
3123
-
-
... More
400 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 2817 2)Didwana =2375 3)Makrana =533
5725
-
-
... More
500 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 1411 2)Didwana =0 3)Makrana =0
1411
-
-
... More
630 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 1668 2)Didwana =0 3)Makrana =0
1668
-
-
... More
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 by trenchless method adopting any suitable technology below ground at required 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.
-
-
-
... More
In Rock
-
-
-
... More
250 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 1100 2)Didwana =500 3)Makrana =2900
4500
-
-
... More
315 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 156 2)Didwana =50 3)Makrana =640
846
-
-
... More
400 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 909 2)Didwana =150 3)Makrana =251
1310
-
-
... More
500 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 728 2)Didwana =0 3)Makrana =0
728
-
-
... More
630 mm dia HDPE pipe
-
-
-
... More
1)Ladnun = 170 2)Didwana =0 3)Makrana =0
170
-
-
... More
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.
-
-
-
... More
In all types of soil
-
-
-
... More
1)Ladnun = 403 2)Didwana =470 3)Makrana =385
1258
-
-
... More
In rocks
-
-
-
... More
1)Ladnun = 173 2)Didwana =0 3)Makrana =257
430
-
-
... More
Bedding
-
-
-
... More
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.
-
-
-
... More
350 mm diameter
-
-
-
... More
1)Ladnun = 1554 2)Didwana =200 3)Makrana =3076
4830
-
-
... More
400 mm diameter
-
-
-
... More
1)Ladnun = 0 2)Didwana =0 3)Makrana =62
62
-
-
... More
500 mm diameter
-
-
-
... More
1)Ladnun = 500 2)Didwana =0 3)Makrana =0
500
-
-
... More
600 mm diameter
-
-
-
... More
1)Ladnun = 500 2)Didwana =0 3)Makrana =0
500
-
-
... More
900 mm diameter
-
-
-
... More
1)Ladnun = 0 2)Didwana =800 3)Makrana =0
800
-
-
... More
1200 mm internal diameter
-
-
-
... More
1)Ladnun = 0 2)Didwana =0 3)Makrana =500
500
-
-
... More
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 10mm sheive, 50 % passing through 6.3 mm 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.
-
-
-
... More
110mm nominal dia
-
-
-
... More
1)Ladnun = 115760 2)Didwana =37490 3)Makrana =78660
231910
-
-
... More
160mm nominal dia
-
-
-
... More
1)Ladnun = 7890 2)Didwana =6510 3)Makrana =10340
24740
-
-
... More
200 mm diameter
-
-
-
... More
1)Ladnun = 110005 2)Didwana =1600 3)Makrana =78694
190299
-
-
... More
250 mm diameter
-
-
-
... More
1)Ladnun = 680 2)Didwana =48400 3)Makrana =1096
50176
-
-
... More
315 mm diameter
-
-
-
... More
1)Ladnun = 227 2)Didwana =0 3)Makrana =0
227
-
-
... More
Construction of Manholes
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Providing and constructing of SEWER-BRICK 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
-
-
-
... More
Manhole "Type-A" of depth 0.90 m
-
-
-
... More
1)Ladnun = 514 2)Didwana =179 3)Makrana =265
958
-
-
... More
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.
-
-
-
... More
1)Ladnun = 139 2)Didwana =50 3)Makrana =47
236
-
-
... More
Providing and constructing of SEWER-BRICK 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 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.
-
-
-
... More
Manhole "Type-B" of depth 1.70 m
-
-
-
... More
1)Ladnun = 208 2)Didwana =98 3)Makrana =222
528
-
-
... More
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.
-
-
-
... More
1)Ladnun = 151 2)Didwana =76 3)Makrana =166
393
-
-
... More
Providing and constructing of SEWER-BRICK 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
-
-
-
... More
Manhole "Type-C" of depth 2.60 m each
-
-
-
... More
1)Ladnun = 154 2)Didwana =13 3)Makrana =191
358
-
-
... More
Providing and constructing extra depth of manhole "Type-C" for depth beyond 2.60 m and upto 5.0 m with SEWER-BRICK masonary including 20mm plaster inside and outside as per drawing and direction of Engineer.
-
-
-
... More
1)Ladnun = 383 2)Didwana =318 3)Makrana =463
1164
-
-
... More
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 0.86m, height 0.20m), conical piece (top ID 0.56m, bottom ID 1.0m, vertical height 0.605m, wall thickness 125mm), and circular rings of required heights (ID 1.0m, height 150 / 300 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in all pieces of manhole @ 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 OD of sewer pipe + 50 mm, 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, 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.
-
-
-
... More
Pre-cast RCC M-40 grade circular manholes 1.055 m deep to invert with pre-cast manhole cover frame (height 0.20), conical piece (height 0.605), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm height equal to OD of sewer pipe + 50mm, PCC M15 grade benching and channel portion.
-
-
-
... More
1)Ladnun = 4642 2)Didwana =1609 3)Makrana =2387
8638
-
-
... More
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.0m, wall thickness 125mm, height 150 / 300 mm for constructing extra depth of manhole for depth beyond 1.055m as per drawing.
-
-
-
... More
1)Ladnun = 1245 2)Didwana =452 3)Makrana =725
2422
-
-
... More
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 0.86m, height 0.20m), conical piece (top ID 0.56m, bottom ID 1.2m, vertical height 0.805m, wall thickness 125mm), and circular rings of required heights (ID 1.2m, height 150/ 300/ 600/ 900mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in all pieces of manhole @ 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 OD of sewer pipe +50mm, 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, 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.
-
-
-
... More
Pre-cast RCC M-40 grade circular manholes 1.255 m deep to invert with pre-cast manhole cover frame (height 0.20), conical piece (height 0.805), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.125m, wall thickness 200mm height equal to OD of sewer pipe +50 mm, PCC M15 grade benching and channel portion.
-
-
-
... More
1)Ladnun = 1869 2)Didwana =877 3)Makrana =1997
4743
-
-
... More
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.2m, wall thickness 125mm, height 150 /300/600/900mm for constructing extra depth of manhole for depth beyond 1.255m as per drawing.
-
-
-
... More
1)Ladnun = 2017 2)Didwana =686 3)Makrana =1499
4202
-
-
... More
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 0.86m, height 0.20m), conical piece (top ID 0.56m, bottom ID 1.5m, vertical height 1.105m, wall thickness 125mm), and circular rings of required heights (ID 1.5m, height 150/300/600/900/1200 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in all pieces of manhole @ 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 OD of sewer pipe+50mm , 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, 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.
-
-
-
... More
Pre-cast RCC M-40 grade circular manholes 1.555 m deep to invert with pre-cast manhole cover frame (height 0.20), conical piece (height 1.105), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.425m, wall thickness 200mm height equal to OD of sewer pipe+50mm, PCC M15 grade benching and channel portion.
-
-
-
... More
1)Ladnun = 1387 2)Didwana =1209 3)Makrana =1723
4319
-
-
... More
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.5m, wall thickness 125mm, height 150/300/600/900/1200mm for constructing extra depth of manhole for depth beyond 1.555m as per drawing.
-
-
-
... More
1)Ladnun = 3442 2)Didwana =2866 3)Makrana =4169
10477
-
-
... More
Construction of Shallow Manhole (0.60 to 1.0 m depth) with internal dia 560mm and depth upto 1000mm with 150 mm thick PCC M10 in foundation, 75mm thick PCC M15 flooring in slope 1:12, 230mm thick brick masonry in CM (1:4), 20mm thick inside and outside plastering with CM (1:3), inside plaster finished with neat coat of cement, with 560mm dia manhole frame and SFRC cover with double seal CI Frame embedded in 200mm thick PCC M20 grade concrete, refilling of Jhiri with watering and ramming complete as per approved drawing and/or directed by Engineer. Note : Only Excavation work will be measured and paid separately. With SEWER-BRICK masonry wall 230mm thick (At av. Depth 0.6 meter (0.6 m to 1.00m)
-
-
-
... More
1)Ladnun = 4 2)Didwana =152 3)Makrana =21
177
-
-
... More
RCC Vent Shaft
-
-
-
... More
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
-
-
-
... More
1)Ladnun = 33 2)Didwana =28 3)Makrana =32
93
-
-
... More
Drop Manholes
-
-
-
... More
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 vise 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:
-
-
-
... More
160 mm dia
-
-
-
... More
1)Ladnun = 478 2)Didwana =132 3)Makrana =303
913
-
-
... More
200 mm dia
-
-
-
... More
1)Ladnun = 9 2)Didwana =9 3)Makrana =8
26
-
-
... More
250 mm dia
-
-
-
... More
1)Ladnun = 1 2)Didwana =0 3)Makrana =1
2
-
-
... More
315 mm dia
-
-
-
... More
1)Ladnun = 1 2)Didwana =0 3)Makrana =0
1
-
-
... More
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)
-
-
-
... More
160 mm dia
-
-
-
... More
1)Ladnun = 321 2)Didwana =97 3)Makrana =330
748
-
-
... More
200 mm dia
-
-
-
... More
1)Ladnun = 8 2)Didwana =19 3)Makrana =17
44
-
-
... More
250mm dia
-
-
-
... More
1)Ladnun = 1 2)Didwana =0 3)Makrana =1
2
-
-
... More
315mm dia
-
-
-
... More
1)Ladnun = 2 2)Didwana =0 3)Makrana =0
2
-
-
... More
House Sewer Connections
-
-
-
... More
Constructing providing and fixing of pre-cast RCC M-40 grade circular Road Side Inspection Chamber including earthwork using sulphate resistant cement with following dia and depth cylindrical piece with 100mm wall thickness, 100mm base slab, inbuilt cover & frame on top, provision for 110mm OD in and out sewer connection with making proper in built benching and channel with PCC M-15 grade including providing cast-in-situ 100mm thick foundation of PCC M-10 grade, supplying and fixing circular precast SFRC Circular 300 mm dia manhole cover with frame - M.D. - 10, including steel reinforcement minimum @ 80kg/cum, testing for water tightness complete in all respect as per drawing, specification and the direction of the Engineer.
-
-
-
... More
Pre-cast Road side inspection chamber of 450mm dia (internal), 450m depth and 750mm dia base foundation.
-
-
-
... More
1)Ladnun = 28 2)Didwana =145 3)Makrana =45
218
-
-
... More
Pre-cast Road side inspection chamber of 450mm dia (internal), 600mm depth and 750mm dia base foundation.
-
-
-
... More
1)Ladnun = 11548 2)Didwana =3604 3)Makrana =7821
22973
-
-
... More
Pre-cast Road side inspection chamber of 450mm dia (internal), 900mm depth and 750mm dia base foundation.
-
-
-
... More
1)Ladnun = 789 2)Didwana =651 3)Makrana =1034
2474
-
-
... More
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.
-
-
-
... More
110 mm Nominal dia
-
-
-
... More
1)Ladnun = 115760 2)Didwana =37490 3)Makrana =78660
231910
-
-
... More
160 mm Nominal dia
-
-
-
... More
1)Ladnun = 7890 2)Didwana =6510 3)Makrana =10340
24740
-
-
... More
Making Connection of existing house sanitary system to road side inpection / property chamber by construction of chambers (excludiing cost of chamber) and Providing, laying, jointing, testing & commissioning of house sewer line / chambers with in the premises and upto road side inspection chamber, it includes dismentling of floor, excavation of trenches, laying, jointing of 110 mm dia PVC-U pipe, construction of intermediate house chambers (with in the premises) for connecting existing sewage / sullage pipe line upto property chamber for joining of existing pipes coming from WC's, toilets, bathrooms, kitchen, wash basins etc., and refilling of trenches and repairing of floor with cement concrete base 1:2:4 and floor finishing with kota stone slab flooring over 20 mm (average) thick CM (1:4) / 40 mm thick Marble chip flooring with granite finish (shade matching with existing) / other tiles matching to existing floor and repairing of wall punctured for making hole as good as existing with 12 mm thick cement plastering in CM (1:4 ratio). It also includes provision of gully trap arrangement, PVC-U pipes (SN8) as per IS:15328 (amended up to date) and as per specifications jointing with rubber ring (EPDM/SBR) with socket and spigot joint for all depths including specials, fittings / accessories of class III (6 kg/sqcm) uPVC as per IS:4985 with sealed joints in uPVC pipe line at all levels as per requirement etc. complete as per direction of Engineer in charge.
-
-
-
... More
For pipe length upto 5 meter
-
-
-
... More
1)Ladnun = 8050 2)Didwana =2660 3)Makrana =5600
16310
-
-
... More
For pipe length 5-10 meter
-
-
-
... More
1)Ladnun = 2300 2)Didwana =760 3)Makrana =1600
4660
-
-
... More
For pipe length more than 10 meter
-
-
-
... More
1)Ladnun = 1150 2)Didwana =380 3)Makrana =800
2330
-
-
... More
Construction of Household Terminal chamber square in shape with internal size approximately 400mm x 400mm and depth upto 500mm wth 100mm thick PCC M15 in foundation, 50mm thick PCC M20 flooring in slope, 115mm thick brick masonry in CM (1:4), 20mm thick inside and outside plastering with CM (1:3), inside plaster finished with neat coat of cement, circular shape 450mm dia pracast RCC manhole cover with SFRC frame embedded in 75mm thick PCC M20 grade concrete, refilling of jhiri with watering and ramming etc. complete as per approved drawing and / or directed by Engineer.
-
-
-
... More
1)Ladnun = 11500 2)Didwana =3800 3)Makrana =8000
23300
-
-
... More
Empting of septic tank/ soakage well etc, disposing of sludge within a lead of 5km and taking out sewage including refilling with local earth, ramming and compaction in layers, cleaning of site.
-
-
-
... More
1)Ladnun = 5750 2)Didwana =1900 3)Makrana =4000
11650
-
-
... More
Providing, supplying, laying of sand stone slab in sewer trenches for providing supporting base to sewer line over septic tanks/ soak pits in alignment of sewer line:
50 mm thick stone slabs in required length
-
-
-
... More
1)Ladnun = 5750 2)Didwana =1900 3)Makrana =4000
11650
-
-
... More
Nallah/ Drain Crossing
-
-
-
... More
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.
-
-
-
... More
For Depth upto 1.50 m
-
-
-
... More
1)Ladnun = 593 2)Didwana =300 3)Makrana =450
1343
-
-
... More
For depth above 1.50 m and upto 3.00 m
-
-
-
... More
1)Ladnun = 355 2)Didwana =170 3)Makrana =270
795
-
-
... More
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 (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.
-
-
-
... More
150 mm dia
-
-
-
... More
1)Ladnun = 0 2)Didwana =1100 3)Makrana =0
1100
-
-
... More
200 mm dia
-
-
-
... More
1)Ladnun = 0 2)Didwana =2600 3)Makrana =800
3400
-
-
... More
250 mm dia
-
-
-
... More
1)Ladnun = 0 2)Didwana =0 3)Makrana =800
800
-
-
... More
Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths DI K-9 standard specials with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
... More
Specials S&S DI K-9
-
-
-
... More
upto 300 mm dia
-
-
-
... More
1)Ladnun = 0 2)Didwana =80 3)Makrana =0
80
-
-
... More
Above 300mm dia and upto 600mm dia
-
-
-
... More
1)Ladnun = 0 2)Didwana =2000 3)Makrana =0
2000
-
-
... More
Procurment of Sewer Jetting Machine
-
-
-
... More
Supply and Delivery of vehicle mounted sewer jetting machines of 500 litre capacity.
-
-
-
... More
1)Ladnun = 1 2)Didwana =1 3)Makrana =1
3
-
-
... More
Supply and Delivery of vehicle mounted sewer suction cum jetting machines of 4000 litre capacity.
-
-
-
... More
1)Ladnun = 1 2)Didwana =1 3)Makrana =1
3
-
-
... More
Providing, fixing and maintaining of Sewerage equipment and tools including CCTV Camera system with software to analyse condition 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 and safety shoes sewer condition assessment software as per manufacturer's specification, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
... More
1)Ladnun = 1 2)Didwana =1 3)Makrana =1
3
-
-
... More
Sewage Treatment Plant
-
-
-
... More
Design, Drawing, Construction, Supply, Installation, testing, Trial run & commissioning of Sewage Treatment Plant of capacity 7.70 MLD (with primary settling tank unit) based on SBR technology. It includes but not limited to all civil, mechanical, electrical, instrumentation, atomization and SCADA, campus development, drinking water facility, sanitation, etc and all relevant work to complete the work as per scope of work & specifications including Treated Effluent works-construction of TEESR, TESR, Pumping station, disposal of treated effluent etc. as per specification and employer's requirment to achieve performance standard.
1
-
-
... More
Design, Drawing, Construction, Supply, Installation, testing, Trial run & commissioning of Sewage Treatment Plant of capacity 3.0 MLD (with primary settling tank unit) based on SBR technology. It includes but not limited to all civil, mechanical, electrical, instrumentation, atomization and SCADA, campus development, drinking water facility, sanitation, etc and all relevant work to complete the work as per scope of work & specifications including Treated Effluent works-construction of TEESR, TESR, Pumping station, disposal of treated effluent etc. as per specification and employer's requirment to achieve performance standard.
1
-
-
... More
Design, Drawing, Construction, Supply, Installation, testing, Trial run & commissioning of Sewage Treatment Plant of capacity 5.50 MLD (with primary settling tank unit) based on SBR technology. It includes but not limited to all civil, mechanical, electrical, instrumentation, atomization and SCADA, campus development , drinking water facility, sanitation, etc and all relevant work to complete the work as per scope of work & specifications including Treated Effluent works-construction of TEESR, TESR, Pumping station, disposal of treated effluent etc. as per specification and employer's requirment to achieve performance standard.
1
-
-
... More
Design, Drawing, Construction, Supply, Installation, testing, Trial run & commissioning of Sewage Treatment Plant of capacity 2.40 MLD (with primary settling tank unit) based on SBR technology. It includes but not limited to all civil, mechanical, electrical,instrumentation, atomization and SCADA, campus development, drinking water facility, sanitation, etc and all relevant work to complete the work as per scope of work & specifications including Treated Effluent works-construction of TEESR, TESR, Pumping station, disposal of treated effluent etc. as per specification and employer's requirment to achieve performance standard.
1
-
-
... More
Sewage Pumping Station
-
-
-
... More
Design, construction, execution, testing and commissioning of sewage Pumping Station including but not limited to all relevant civil (incliding inlet structure), electrical, mechanical (including Pumps, motor, valves/gates, screen conveyor, EOT/HOT crane, suction/delivery or any other piping required etc.), instrumentation, SCADA, automization including electro magnetic flowmetre and stores etc. along with ancillary civil works as required for campus including plantation, excluding boundary wall etc. as per specification and employer's requirement of following capacity to achieve performance indicatiors.
-
-
-
... More
Makrana
-
-
-
... More
2.30 MLD (Near Jhalra Pond)
1
-
-
... More
1.80 MLD (Near Sheetla Mata Sewa Samiti)
1
-
-
... More
Didwana
-
-
-
... More
1.70 MLD (Near Degana Road)
1
-
-
... More
1.30 MLD (Near RSEB Power House on Ladnun Road)
1
-
-
... More
Repairing of water connections and water lines damaged during laying of sewer lines
-
-
-
... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work :
-
-
-
... More
15 mm nominal bore
-
-
-
... More
1)Ladnun = 8325 2)Didwana =2776 3)Makrana =6001
17102
-
-
... More
20 mm nominal bore
-
-
-
... More
1)Ladnun = 9713 2)Didwana =3237 3)Makrana =7002
19952
-
-
... More
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.
-
-
-
... More
With MDPE pipe
-
-
-
... More
20 mm dia service pipe
-
-
-
... More
1)Ladnun = 11100 2)Didwana =3700 3)Makrana =8000
22800
-
-
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) 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.
-
-
-
... More
90 mm dia
-
-
-
... More
1)Ladnun = 2350 2)Didwana =1500 3)Makrana =1780
5630
-
-
... More
110 mm dia
-
-
-
... More
1)Ladnun = 4750 2)Didwana =2260 3)Makrana =3550
10560
-
-
... More
125 mm dia
-
-
-
... More
1)Ladnun = 1200 2)Didwana =600 3)Makrana =900
2700
-
-
... More
140 mm dia
-
-
-
... More
1)Ladnun = 1750 2)Didwana =850 3)Makrana =1350
3950
-
-
... More
160 mm dia
-
-
-
... More
1)Ladnun = 2350 2)Didwana =1150 3)Makrana =1750
5250
-
-
... More
180 mm dia
-
-
-
... More
1)Ladnun = 950 2)Didwana =800 3)Makrana =720
2470
-
-
... More
200 mm dia
-
-
-
... More
1)Ladnun = 1200 2)Didwana =1000 3)Makrana =900
3100
-
-
... More
Providing, lowering, laying, aligning, fixing in position and jointing CI Transition Coupling Joints for making connection between AC pipes and CI/DI pipes to match the outside diameter of following proposed pipe sizes for potable water including all jointing material as per manufacturer's specification, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
... More
80 mm dia
-
-
-
... More
1)Ladnun = 80 2)Didwana =37 3)Makrana =50
167
-
-
... More
100 mm dia
-
-
-
... More
1)Ladnun = 160 2)Didwana =75 3)Makrana =100
335
-
-
... More
125 mm dia
-
-
-
... More
1)Ladnun = 40 2)Didwana =40 3)Makrana =30
110
-
-
... More
150 mm dia
-
-
-
... More
1)Ladnun = 60 2)Didwana =35 3)Makrana =30
125
-
-
... More
200 mm dia
-
-
-
... More
1)Ladnun = 40 2)Didwana =30 3)Makrana =30
100
-
-
... More
Providing, lowering, laying, aligning, fixing in position and jointing CI Transition Coupling Joints for making connection between AC pipes and CI/DI pipes to match the outside diameter of following proposed pipe sizes for potable water including all jointing material as per manufacturer's specification, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
... More
80 mm dia
-
-
-
... More
1)Ladnun = 65 2)Didwana =30 3)Makrana =50
145
-
-
... More
100 mm dia
-
-
-
... More
1)Ladnun = 130 2)Didwana =60 3)Makrana =90
280
-
-
... More
125 mm dia
-
-
-
... More
1)Ladnun = 50 2)Didwana =30 3)Makrana =30
110
-
-
... More
150 mm dia
-
-
-
... More
1)Ladnun = 50 2)Didwana =40 3)Makrana =35
125
-
-
... More
200 mm dia
-
-
-
... More
1)Ladnun = 50 2)Didwana =25 3)Makrana =30
105
-
-
... More
Providing and maintaining of mobile toilet units having sets of 3 toilet in each units 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.
-
-
-
... More
1)Ladnun = 1825 2)Didwana =1460 3)Makrana =1825
5110
-
-
... More
Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting any suitable technology below ground at required 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 equipments 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 suddle 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)
-
-
-
... More
In Soil
-
-
-
... More
800 mm dia 12 mm thick casing pipe
-
-
-
... More
1)Ladnun = 60 2)Didwana =0 3)Makrana =0
60
-
-
... More
In Rock
-
-
-
... More
700 mm dia 12 mm thick casing pipe
-
-
-
... More
1)Ladnun = 0 2)Didwana =0 3)Makrana =30
30
-
-
... More
Earth filling in trenches by soil including watering ramming consolidating and dressing complete including cost of soil with loading and unloading by mechanical means etc complete as directed by Engineer.
-
-
-
... More
1)Ladnun = 1400 2)Didwana =1500 3)Makrana =1910
4810
-
-
... More
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 works complete in all respect as per specifications, employer's requirement and satisifaction to the Employer's Representative to achieve perforamce indicators.
-
-
-
... More
1)Ladnun = 2 2)Didwana =1 3)Makrana =1
4
-
-
... More
Electrical Works
-
-
-
... More
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:
-
-
-
... More
Makrana
-
-
-
... More
STP 7.7 MLD (250Sqm/20KW)
1
-
-
... More
SPS 2.30( 80Sqm /6.4KW)
1
-
-
... More
SPS 1.80( 80Sqm /6.4KW)
1
-
-
... More
Didwana
-
-
-
... More
STP 3.0 MLD(225Sqm/16KW)
1
-
-
... More
SPS 1.70( 80Sqm /6.4KW)
1
-
-
... More
SPS 1.30( 80Sqm /6.4KW)
1
-
-
... More
Ladnun
-
-
-
... More
STP 5.50MLD(200Sqm/16KW)
1
-
-
... More
STP2.40 MLD(200Sqm/16KW)
1
-
-
... More
Instrumentation and SCADA Works
-
-
-
... More
Strategic manholes for sewer system
-
-
-
... More
Providing, Installation, Testing and Commissioning of ULTRASONIC LEVEL TRANSMITTER for Waste 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
-
-
-
... More
0 - 8 MTR
-
-
-
... More
1)Ladnun = 88 2)Didwana =43 3)Makrana =50
181
-
-
... More
Providing, installation, testing and commissioning of RTU panel with ISDN/GPRS modem to transmit data to Secondary control centre as well as Master Control Centre and hand held device etc. complete as per specifications and/or as directed by the Employers Reprersentative.
-
-
-
... More
1)Ladnun = 88 2)Didwana =43 3)Makrana =50
181
-
-
... More
Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank
-
-
-
... More
1)Ladnun = 88 2)Didwana =43 3)Makrana =50
181
-
-
... More
Environmental Monitoring Items: Collection and analysis
-
-
-
... More
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.
-
-
-
... More
1)Ladnun = 45 2)Didwana =45 3)Makrana =45
135
-
-
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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.
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1)Ladnun = 45 2)Didwana =45 3)Makrana =45
135
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Surface Water Quality- pH, Turbidity, Total Hardness, DO, BOD, COD, Chloride, Hg, Iron, TDS, TSS, Calcium, Zn, Cr+6, Magnesium, Copper, Manganese, Sulphate, Cyanide, Nitrate, Sodium, Potassium, Fluoride, Cadmium, Arsenic, Lead, Boron, Selenium, Aluminium, Total residual Chlorine.
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1)Ladnun = 0 2)Didwana =9 3)Makrana =0
9
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Ground Water Quality- pH, TDS, Total Hardness, Zn, Chloride, Iron, Copper, DO, Manganese, Suplhate, Nitrate, Fluiride, Hg, Cadmium, Cr+6, Arsenic, Lead, Total Alkalinity, Phosphate, Phenolic compound.
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1)Ladnun = 36 2)Didwana =36 3)Makrana =36
108
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Soil quality- pH, Elect. Conductivity (at 250C), Moisture (at 1050C), Texture (silt, clay, sand), Calcium (as CaO), Magnesium (as Mg), Permeability, Nitrogen (as N), Sodium (as Na), Phosphate (as PO4), Potassium (as K), Organic Matter, oil and grease.
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1)Ladnun = 36 2)Didwana =45 3)Makrana =44
125
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Rain Water Harvesting Structures
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1)Ladnun = 2 2)Didwana =1 3)Makrana =1
4
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Sprinkling of Water for Dust Suppression during excavation
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1)Ladnun = 5000 2)Didwana =3000 3)Makrana =3000
11000
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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.
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1)Ladnun = 0.21 2)Didwana =0.26 3)Makrana =0.16
0.63
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Miscellaneous works
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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 :
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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1)Ladnun = 60 2)Didwana =50 3)Makrana =60
170
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Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.
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Hot rolled deformed bars
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1)Ladnun = 350 2)Didwana =300 3)Makrana =350
1000
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Thermo-Mechanically Treated bars.
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1)Ladnun = 17110 2)Didwana =8160 3)Makrana =12887
38157
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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 :
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Foundations, footings, bases of columns, etc. for mass concrete.
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1)Ladnun = 980 2)Didwana =470 3)Makrana =739
2189
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Brick work with FPS bricks of class designation 75 in foundation and plinth in:
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Cement mortar 1:4 (1 cement : 4 coarse sand)
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1)Ladnun = 30 2)Didwana =30 3)Makrana =20
80
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Cement mortar 1:6 (1 cement : 6 coarse sand)
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1)Ladnun = 30 2)Didwana =30 3)Makrana =20
80
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Random rubble masonry with hard stone in foundation and plinth :
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Cement mortar 1:4 (1 cement : 4 coarse sand)
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1)Ladnun = 50 2)Didwana =50 3)Makrana =20
120
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Cement mortar 1:3 (1 cement : 3 coarse sand)
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1)Ladnun = 50 2)Didwana =50 3)Makrana =20
120
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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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1:1:2 (1 Cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix)
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1)Ladnun = 50 2)Didwana =60 3)Makrana =30
140
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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)Ladnun = 40 2)Didwana =40 3)Makrana =15
95
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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)Ladnun = 80 2)Didwana =70 3)Makrana =75
225
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Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
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Cement mortar 1:6 (1 cement : 6 coarse sand)
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1)Ladnun = 40 2)Didwana =30 3)Makrana =40
110
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Restoration of Culverts, Drains, Compound wall Septic Tank
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Brick masonry work in cement mortar with mechanical mixer with First class bricks (min. 10.5 Mpa) in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 & 1300 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering.
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In cement mortar 1:3 (1 cement : 3 coarse sand)
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1)Ladnun = 180 2)Didwana =110 3)Makrana =133
423
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In cement mortar 1:4 (1 cement : 4 coarse sand)
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1)Ladnun = 215 2)Didwana =120 3)Makrana =160
495
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Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering.
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In cement mortar 1:3 (1 cement : 3 coarse sand)
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1)Ladnun = 140 2)Didwana =50 3)Makrana =110
300
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In cement mortar 1:4 (1 cement : 4 coarse sand)
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1)Ladnun = 130 2)Didwana =70 3)Makrana =100
300
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing complete as per clause 2100 of MoRT&H specification including all scaffolding, material, labour, machinery.
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1)Ladnun = 120 2)Didwana =60 3)Makrana =90
270
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Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.
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PCC Grade M -15
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1)Ladnun = 240 2)Didwana =150 3)Makrana =180
570
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RCC Grade M -20
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1)Ladnun = 300 2)Didwana =190 3)Makrana =230
720
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Brick masonry work with First class FPS bricks (min. 10.5 Mpa) in cement mortar with mechanical mixer in substructure/ super structure at all levels complete as per clause 1300 and 2200 of MoRT&H specification including all material, labour, scaffolding etc but excluding pointing and plastering.
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In cement mortar 1:3 (1 cement : 3 coarse sand)
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1)Ladnun = 360 2)Didwana =190 3)Makrana =200
750
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In cement mortar 1:4 (1 cement : 4 coarse sand)
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1)Ladnun = 430 2)Didwana =220 3)Makrana =320
970
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Plastering with cement mortar (1:3) on Brick/stone work in substructure/ super structure at any height complete as per clause 1312 of MoRT&H specification including all material, labour, scaffolding etc.
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12 mm plaster on brick work
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1)Ladnun = 270 2)Didwana =150 3)Makrana =200
620
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20 mm plaster on stone work
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1)Ladnun = 310 2)Didwana =150 3)Makrana =230
690
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Providing and laying structural plain/ reinforced cement concrete (design mix) of specified grade in substructure at all levels using concrete mixer and vibrater, including cost of form work, as per drawing and technical specifications complete as per clause 1500, 1700 and 2200 of MoRT&H specification including all material, labour, scaffolding etc.
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PCC Grade M -20
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1)Ladnun = 230 2)Didwana =150 3)Makrana =170
550
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RCC Grade M -25
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1)Ladnun = 250 2)Didwana =170 3)Makrana =190
610
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General Obligations
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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 2019.
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1)Ladnun = 30 2)Didwana =24 3)Makrana =30
84
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FSM
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Desludging of septage from househole pits/ septic tank, transportation to STP, Disosal to designated unit in STP including operate and maintenance of the equipment with all accessories complete in all respect over the O&M period
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by 4000 lit truck
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1)Ladnun = 125 2)Didwana =52 3)Makrana =81
258
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by 1000 lit truck
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1)Ladnun = 580 2)Didwana =240 3)Makrana =378
1198
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Supply, Trial run and commissioing of Truck mounted Desludging Equipment with all accessories, as per technical specification.
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4000 lit. capacity
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1)Ladnun = 1 2)Didwana =1 3)Makrana =1
3
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1000 lit. capacity
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1)Ladnun = 2 2)Didwana =2 3)Makrana =2
6
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"Operation and Maintenance"
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Waste Water
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From commssioning to completion of design build period
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Operation & maintenance of sewerage collection, conveyance system and pumping main (RCC/ HDPE/HDPE DWC/DI 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)Ladnun = 1080 2)Didwana =650 3)Makrana =870
2600
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House Sewer Connection during O&M Peiord
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Making Connection of existing house sanitary system to road side inpection / property chamber by construction of chambers (excludiing cost of chamber) and Providing, laying, jointing, testing & commissioning of house sewer line / chambers with in the premises and upto road side inspection chamber, it includes dismentling of floor, excavation of trenches, laying, jointing of 110 mm dia PVC-U pipe, construction of intermediate house chambers (with in the premises) for connecting existing sewage / sullage pipe line upto property chamber for joining of existing pipes coming from WC's, toilets, bathrooms, kitchen, wash basins etc., and refilling of trenches and repairing of floor with cement concrete base 1:2:4 and floor finishing with kota stone slab flooring over 20 mm (average) thick CM (1:4) / 40 mm thick Marble chip flooring with granite finish (shade matching with existing) / other tiles matching to existing floor and repairing of wall punctured for making hole as good as existing with 12 mm thick cement plastering in CM (1:4 ratio). It also includes provision of gully trap arrangement, PVC-U pipes (SN8) as per IS:15328 (amended up to date) and as per specifications jointing with rubber ring (EPDM/SBR) with socket and spigot joint for all depths including specials, fittings / accessories of class III (6 kg/sqcm) uPVC as per IS:4985 with sealed joints in uPVC pipe line at all levels as per requirement etc. complete as per direction of Engineer in charge.
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For pipe length upto 5 meter
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1)Ladnun = 630 2)Didwana =420 3)Makrana =630
1680
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For pipe length 5-10 meter
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1)Ladnun = 180 2)Didwana =120 3)Makrana =180
480
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For pipe length more than 10 meter
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1)Ladnun = 90 2)Didwana =60 3)Makrana =90
240
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Construction of Household Terminal chamber square in shape with internal size approximately 400mm x 400mm and depth upto 500mm wth 100mm thick PCC M15 in foundation, 50mm thick PCC M20 flooring in slope, 115mm thick brick masonry in CM (1:4), 20mm thick inside and outside plastering with CM (1:3), inside plaster finished with neat coat of cement, circular shape 450mm dia pracast RCC manhole cover with SFRC frame embedded in 75mm thick PCC M20 grade concrete, refilling of jhiri with watering and ramming etc. complete as per approved drawing and / or directed by Engineer.
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1)Ladnun = 900 2)Didwana =600 3)Makrana =900
2400
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After completion of Design Build Period
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O&M of STP & SPS
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Operation & maintenance Cost of STP: Operation and maintenance of Sewage Treatment plant (including Faecal Sludge co- traetment) based on SBR Technology including system for reuse if treated effluent, including but not limited to all civil, mechanical, electrical, instrumentation & SCADA system, it also includes activities fir campus development, administrative building, laboratory, horticulture, etc. and all works related to plant operation as per scope of wok and specification and performance standard.
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7.70 MLD
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1)Ladnun = 0 2)Didwana =0 3)Makrana =28105
28105
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3.0MLD
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1)Ladnun = 0 2)Didwana =10950 3)Makrana =0
10950
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5.50 MLD
-
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1)Ladnun = 20075 2)Didwana =0 3)Makrana =0
20075
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2.40 MLD
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1)Ladnun = 8760 2)Didwana =0 3)Makrana =0
8760
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Operation & maintenance Cost of SPS: O&M Cost including replacement obligations Spare parts, tools and tackles manpower, repair & maintainence of Civil works, Electromechanical, Instrumentation SCADA and automation works and all works related to plant operation as per scope of works and specifications and performance standards including all other cost related to operation and maintainence of SPS facility but excluding energy consumption.
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2.3 MLD
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1)Ladnun = 0 2)Didwana =0 3)Makrana =8395
8395
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1.8 MLD
-
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1)Ladnun = 0 2)Didwana =0 3)Makrana =6570
6570
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1.7 MLD
-
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1)Ladnun = 0 2)Didwana =6205 3)Makrana =0
6205
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1.3 MLD
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1)Ladnun = 0 2)Didwana =4745 3)Makrana =0
4745
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Operation & maintenance of sewerage collection, conveyance system and pumping main (RCC/ HDPE/HDPE DWC/DI 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)Ladnun = 15252 2)Didwana =7764 3)Makrana =11597
34613
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Operation and Maintenece of Sewer Manholes Covers :-
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Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer.
MD-20
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1)Ladnun = 250 2)Didwana =150 3)Makrana =525
925
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Supplying & fixing 560mm dia SFRC manhole cover as per IS : 12592-2002 in existing manholes frame complete in all respect as directed by the Engineer.
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1)Ladnun = 250 2)Didwana =150 3)Makrana =525
925
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Faecal Sludge Management
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Desludging of septage from househole pits/ septic tank, transportation to STP, Disosal to designated unit in STP including operate and maintenance of the equipment with all accessories complete in all respect over the O&M period
-
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... More
by 4000 lit truck
-
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1)Ladnun = 1125 2)Didwana =468 3)Makrana =729
2322
-
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by 1000 lit truck
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1)Ladnun = 5220 2)Didwana =2160 3)Makrana =3402
10782
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Operation & maintenance of Faecal Sludge collection system including human resource for maintenance of vehicle regular operations and maintenance( Driver 1 no., operator 1 no. and Helper 2 no.), complete vehicle maintenance, servicing and repair including Painting, general engine repair, tyre change, wheel alignment and balancing, Fitness certificate, Pollution under control, seats, cover, lights, breaks, clutch hydraulic & pneumatic system of vehicle, taxes, engine oil change, coolant and other minor repairs, fuel for truck operations, Regular maintenance of sucking pump such that includes oil, greasing, valve change, rubber and pipe change, Installation of GPS tracker, software subscription, safety gears for driver and operator such that includes (Facemask, helmet, pair of safety gloves, pair or gumboots and other special equipment’s for operator.
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1)Ladnun = 70500 2)Didwana =29200 3)Makrana =45900
145600
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PROVISION OF PROVISIONAL SUM TO BE USED AS PER TENDER DOCUMENT (FIXED) 1) Ladnun = Rs. 37000000, 2) Didwana = Rs 20000000, 3) Makrana = Rs 23000000 Bidder should fill amount Rs 80000000
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