Rajasthan Urban Infrastructure Development Program Tender
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Costs
EMD
₹ 4,80,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Water Supply And Waste Water Work At Kuchaman
Description
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Contact
Tender Id
2019_RUIDP_157622_1Bid Award Id
ViewTender No
RSTDIP/KMN/02Tender Authority
Rajasthan Urban Infrastructure Development Program ViewPurchaser Address
-Website
http://http://urbanslbruidp.rajasthan.gov.in/
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Documents
BOQ Items
In Hard Soil
400
-
-
In Hard Rock
48
-
-
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.
7
-
-
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.
14900
-
-
Preparation and finalization of SIP including confirmation of Topographic surveys, review and vetting of designs and other items as per scope of SIP.
1
-
-
Part B:- Road Cutting and Restoration
-
-
-
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.
-
-
-
Bituminous Courses
5550
-
-
Granular Courses
24341
-
-
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.
41998
-
-
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.
20
-
-
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.
30
-
-
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).
-
-
-
Girth from 300 mm to 600 mm
40
-
-
Girth from 600 mm to 900 mm
35
-
-
Girth from 900 mm to 1800 mm
35
-
-
Girth from 1800 mm to 2700 mm
30
-
-
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.
-
-
-
In area of light jungle
8
-
-
In area of thorny jungle
7
-
-
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.
-
-
-
Lime Concrete, cement concrete grade M-10 (1:5:10) and below
52
-
-
Cement Concrete Grade M-15 and above and PCC blocks
215
-
-
Dismantling Brick / Tile work
-
-
-
In cement mortar
1766
-
-
Dismantling Stone Masonry
-
-
-
Rubble stone masonry in cement mortar
298
-
-
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.
-
-
-
Grading - I Material
10737
-
-
Grading - II Material
791
-
-
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.
17402
-
-
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.
48350
-
-
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.
118422
-
-
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.
118422
-
-
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.
-
-
-
With Bitumen VG-grade 30
78148
-
-
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 and Manual laying 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.
-
-
-
With Bitumen VG-grade 30
3650
-
-
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.
-
-
-
35-40 mm compacted thickness (Grade-1) using Bitumen VG-grade 30 @ 4.5% (percent by weight of total mix)
980
-
-
25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)
791
-
-
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.
3690
-
-
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
81798
-
-
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.
27031
-
-
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.
-
-
-
M-30 (As per design mix) For Full Width
23100
-
-
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.
-
-
-
M-30 (As per design mix) In Trench and Full width
27979
-
-
Part C - Sewer line, Manhole, Inspection Chamber etc.
-
-
-
Earth Work
-
-
-
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.
-
-
-
In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
-
-
-
Depth upto 1.5 m
283850
-
-
Depth above 1.5 m and upto 3.0 m
46899
-
-
Depth above 3.0 m and upto 4.5 m
4771
-
-
Depth above 4.5 m and upto 6.0 m
4013
-
-
Depth above 6.0 m and upto 7.5 m
1992
-
-
Depth above 7.5 m and upto 9.0 m
311
-
-
Depth above 9.0 m and upto 10.5 m
11
-
-
In Ordinary Rocks
-
-
-
Depth upto 1.5 m
18545
-
-
Depth above 1.5 m and upto 3.0 m
11725
-
-
In hard Rock (Blasting prohibited)
-
-
-
Depth upto 1.5 m
37089
-
-
Depth above 1.5 m and upto 3.0 m
23450
-
-
Depth above 3.0 m and upto 4.5 m
4771
-
-
Depth above 4.5 m and upto 6.0 m
4013
-
-
Depth above 6.0 m and upto 7.5 m
1992
-
-
Depth above 7.5 m and upto 9.0 m
311
-
-
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.
-
-
-
Excavation from Encountered depth of water table 0.0 to 1.5 m
75980
-
-
Excavation from Encountered depth of water table 1.5 to 3.0 m
18126
-
-
Excavation from Encountered depth of water table 3.0 to 4.5 m
1033
-
-
Timbering
-
-
-
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.
-
-
-
Depth upto 3.0 m
277686
-
-
Depth more than 3.0 m and upto 6.0 m
23992
-
-
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)
30168
-
-
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.
-
-
-
Depth upto 3.0 m
69421
-
-
Depth more than 3.0 m and upto 6.0 m
35988
-
-
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)
10540
-
-
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)
-
-
-
Depth more than 3.0 m and upto 6.0 m
10526
-
-
Depth beyond 6.0 m
6306
-
-
Carriage of Materials by mechanical transport including loading, unloading and stacking ::
-
-
-
Earth, Stone, boulders, and gravelly material
-
-
-
lead up to 1 Km
53939
-
-
lead up to 2 Km
69988
-
-
lead up to 3 Km
87485
-
-
lead up to 4 Km
139975
-
-
Barricading
-
-
-
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).
632591
-
-
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)
144246
-
-
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.
259642
-
-
Pipes
-
-
-
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.
-
-
-
200 mm
146852
-
-
250 mm
1775
-
-
300 mm
315
-
-
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
-
-
-
350 mm
925
-
-
400 mm
500
-
-
500 mm
765
-
-
600 mm
930
-
-
700 mm
500
-
-
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.
-
-
-
In all types of soil
-
-
-
250 mm dia HDPE pipe
3300
-
-
400 mm dia HDPE pipe
675
-
-
630 mm dia HDPE pipe
210
-
-
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.
-
-
-
In Rock
-
-
-
250 mm dia HDPE pipe
1625
-
-
315 mm dia HDPE pipe
680
-
-
400 mm dia HDPE pipe
1206
-
-
500mm dia HDPE pipe
298
-
-
630mm dia HDPE pipe
133
-
-
800mm dia HDPE pipe
85
-
-
Extra for excavation of driven pit/ exit pit / intermediate pit beyond 3 metre depth, required for pushing/ pulling of MS/HDPE/RCC pipe in trenchless technology, with proper protection at three sides with shoring sheets/ wooden planks and ISMB's, maintaining during pushing/ puling of pipe, back filling, necessary de-watering including all machinery, tools, and tackles required as per specification and the direction of the Engineer.
-
-
-
In all types of soil
257
-
-
In rocks
257
-
-
Bedding
-
-
-
Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.
-
-
-
300 mm diameter
925
-
-
400 mm diameter
500
-
-
500 mm diameter
765
-
-
600 mm diameter
930
-
-
700 mm diameter
500
-
-
Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 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.
-
-
-
110 mm dia
103000
-
-
160 mm dia
5000
-
-
200 mm dia
146852
-
-
250 mm dia
1775
-
-
315 mm dia
315
-
-
Manholes
-
-
-
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
-
-
-
Manhole "Type-A" of depth 0.90 m
605
-
-
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.
171
-
-
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.
-
-
-
Manhole "Type-B" of depth 1.70 m
281
-
-
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.
206
-
-
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
-
-
-
Manhole "Type-C" of depth 2.60 m each
149
-
-
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.
315
-
-
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.
-
-
-
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.
5444
-
-
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.
1543
-
-
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.
-
-
-
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.
2533
-
-
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.
1850
-
-
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.
-
-
-
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.
1340
-
-
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.
2833
-
-
Vent Shaft
-
-
-
Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 200 mm dia PVC-U pipe (SN 8) as per IS 15328 (amended up to date) as required including 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
30
-
-
Drop Manholes
-
-
-
Providing PVC-U pipes as per IS 15328 drop connection externally for depth from 0.60 m and upto 1.0 m drop from branch sewer line to main sewer manhole or 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:
-
-
-
200 mm dia
730
-
-
250 mm dia
1
-
-
315 mm dia
2
-
-
400 mm dia
1
-
-
500mm dia
5
-
-
630mm dia
5
-
-
Extra for additional drop depth of PVC-U pipes as per IS 15328 drop connection beyond 1.0 m complete as per standard specification and the direction of the Engineer. (To be paid for actual depth beyond 1.0 m)
-
-
-
200 mm dia
669
-
-
250 mm dia
1
-
-
315 mm dia
2
-
-
400 mm dia
1
-
-
500 mm dia
4
-
-
House Sewer Connections
-
-
-
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.
-
-
-
Pre-cast Road side inspection chamber of 450mm dia (internal), 450mm depth and 750mm dia base foundation.
3600
-
-
Pre-cast Road side inspection chamber of 450mm dia (internal), 600mm depth and 750mm dia base foundation.
6700
-
-
Pre-cast Road side inspection chamber of 450mm dia (internal), 900mm depth and 750mm dia base foundation.
500
-
-
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.
-
-
-
110 mm Nominal dia
103000
-
-
160 mm Nominal dia
5000
-
-
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.
-
-
-
For pipe length upto 5 meter
3325
-
-
For pipe length 5-10 meter
3800
-
-
For pipe length more than 10 meter
2375
-
-
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.
9500
-
-
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.
4750
-
-
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:
100 mm thick stone slabs in required length
1900
-
-
Drain & Covers
-
-
-
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.
-
-
-
Standard Size 600x800mm (75mm thick) for span 300 to 450mm
100
-
-
Standard Size 1000x800mm (100mm thick) for span 451 to 700mm
100
-
-
Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm
100
-
-
Providing and fixing precast dense cement concrete M-20 Grade (Vibro-pressed) drain section block of different size as per approved drawing, design and strength as per IS:2185 (part I) of grade 'D' (5.00 N/mm2) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section Blocks of 'L' shape 'U' shape etc. over 50mm thick CC M15 base course with fixing and joining with C.M.1:4 in proper grade and level complete in all respect. (cost of earth work, steel & welded mesh shall be paid extra).
-
-
-
80mm thick
300
-
-
Nallah/ Drain Crossing
-
-
-
Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to byepass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer.
-
-
-
For Depth upto 1.50 m
750
-
-
For depth above 1.50 m and upto 3.00 m
450
-
-
For depth above 3.0 m and upto 4.50 m
100
-
-
For depth above 4.50 m and upto 6.00 m
50
-
-
Providing, laying and jointing RCC NP4 pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity testsfor finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane forhandling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per specification and the direction of the Engineer
-
-
-
In all type of soils
-
-
-
1000 mm dia RCC pipe
30
-
-
Procurment of Sewer Jetting Machine
-
-
-
Supply and Delivery of vehicle mounted sewer jetting machines of 500 litre capacity.
2
-
-
Supply and Delivery of vehicle mounted sewer suction cum jetting machines of 4000 litre capacity.
1
-
-
Providing tools for sewerage maintenance including CCTV camera system with software for analysis of sewer pipe and manhole, pneumatic plugs, air blowers, High pressure sewer jetting hose, Foot operated valve, Hose reel, Hydraulic hose reel, Camera, Torch, Inflattable pneumatic pipe plugs for pipe blocking/bypass, Portable non clog sludge pumps, Manhole Guard, Hand gloves, gas masks, gas detectors, safety lamp, safety harnesses, rescue tools, tripods, first aid kitsand safety shoes as per Technical Specifications and as per direction of Employer's Representative.
1
-
-
Sewage Pumping Station
-
-
-
Design, construction, execution, testing, Tiral run and commissioning of Sewage Pumping Station including but not limited to all relevant civil, electrical, mechanical, instrumentation, SCADA, automization etc. along with ancillary works required for campus development, etc. as per specification and employer's requirement to achieve performance indicators of following capacity.
-
-
-
3.10 MLD Near Moti Ramji Ki Kothi (SPS-1)
1
-
-
0.85 MLD Near Bawadi (SPS-2)
1
-
-
Sewage Treatment Plant
-
-
-
Design , Drawing , Construction, Supply, Installation, testing, Trial run & commissioning of Sewage Treatment Plant ( including Co treatment units required for Faecal Sludge treatment ) based on SBR technology. It includes but not limited to all civil, mechanical,electrical, instrumentation, automization 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 indicator.
-
-
-
7.60 MLD Near Dashahara Maidan (Ward No.12)
1
-
-
Repairing of water connections and water lines damaged during laying of sewer lines
-
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work :
-
-
-
15 mm nominal bore
1300
-
-
20 mm nominal bore
600
-
-
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.
-
-
-
With MDPE pipe
-
-
-
20 mm dia service pipe
2000
-
-
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.
-
-
-
90 mm dia
300
-
-
110 mm dia
500
-
-
125 mm dia
400
-
-
140 mm dia
400
-
-
160 mm dia
400
-
-
180 mm dia
200
-
-
200 mm dia
200
-
-
Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-10 as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
80 mm dia
25
-
-
100 mm dia
25
-
-
125 mm dia
25
-
-
150 mm dia
25
-
-
200 mm dia
20
-
-
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.
-
-
-
80 mm dia
20
-
-
100 mm dia
20
-
-
125 mm dia
20
-
-
150 mm dia
20
-
-
200 mm dia
20
-
-
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.
2920
-
-
Part D:- Water Supply Works
-
-
-
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50 m suitable site as per direction of Engineer for following depths, below natural ground / Road top level
-
-
-
In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
-
-
-
Depth upto 1.5 m
155483
-
-
Depth above 1.5 m and upto 3.0 m
341
-
-
In ordinary rock.
-
-
-
Depth upto 1.5 m
9672
-
-
Depth above 1.5 m and upto 3.0 m
85
-
-
In hard Rock (Blasting prohibited)
-
-
-
Depth upto 1.5 m
19344
-
-
Depth above 1.5 m and upto 3.0 m
171
-
-
Pipes
-
-
-
Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches complete with all accessories like Bend, Tee, Reducer, Stub end, End cap etc including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
75 mm dia
129004
-
-
90 mm dia
86953
-
-
110 mm dia
34851
-
-
125 mm dia
18405
-
-
140 mm dia
15399
-
-
160 mm dia
13707
-
-
180 mm dia
5910
-
-
200 mm dia
9185
-
-
225 mm dia
4229
-
-
250 mm dia
5699
-
-
280 mm dia
3921
-
-
315 mm dia
384
-
-
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.
-
-
-
150 mm dia pipe
1570
-
-
250 mm dia pipe
50
-
-
300 mm dia pipe
4060
-
-
350 mm dia pipe
600
-
-
400 mm dia pipe
570
-
-
450 mm dia pipe
50
-
-
500 mm dia pipe
4450
-
-
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 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.
-
-
-
350 mm dia pipe
3318
-
-
400 mm dia pipe
1449
-
-
Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths DI K-12 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.
-
-
-
Specials S&S DI K-12
-
-
-
Upto 300mm dia
2748
-
-
Above 300mm dia and upto 600mm dia
6714
-
-
Specials S&S DI K-9
-
-
-
Above 300mm dia and upto 600mm dia
4733
-
-
Specials flanged DI K-12
-
-
-
Upto 300mm dia
305
-
-
Above 300mm dia and upto 600mm dia
746
-
-
Specials flanged S&S DI K-9
-
-
-
Above 300mm dia and upto 600mm dia
526
-
-
Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
-
-
-
For Sluice Valves
-
-
-
120cm x 120cm x 170 cm (depth) for 80/100/125/150 mm dia valve
247
-
-
130cm x 130cm x 180 cm (depth) for 200/250 mm dia valve
44
-
-
130cm x 130cm x 200 cm (depth) for 300 mm dia valve
12
-
-
140cm x 140cm x 220 cm (depth) for 350 mm dia valve
9
-
-
160cm x 140cm x 220 cm (depth) for 400/450/500 mm dia valve
9
-
-
FOR BFM / PRV
-
-
-
100cm x 110cm x 165 cm (depth) for 80/100 mm dia valve
12
-
-
110cm x 120cm x 175 cm (depth) for 125/150/200 mm dia valve
24
-
-
FOR EMF
-
-
-
110cm x 120cm x 150 cm (depth) for 150/200 mm dia valve
4
-
-
120cm x 130cm x 160 cm (depth) for 250/300 mm dia valve
8
-
-
150cm x 180cm x 170 cm (depth) for 350/400 mm dia valve
2
-
-
For Air Valves
-
-
-
160cm x 130cm x 160cm (depth) for 50 mm dia valve
10
-
-
190cm x 150cm x 200cm (depth) for 80 mm dia valve
3
-
-
200cm x 160cm x 200cm (depth) for 100 mm dia valve
3
-
-
For Scour Valves
-
-
-
130cm x 130cm x 160cm (depth) for 200/250 mm dia valve
1
-
-
140cm x 140cm x 180cm (depth) for 300/350/400/450/500 mm dia valve
6
-
-
House Service connection
-
-
-
Providing and making house service connections from water supply distribution HDPE pipe line upto water meter chamber inside the property using MDPE/ HDPE (Class-PE 100) PN 16 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
20 mm Diameter HDPE below the ground & 15 mm GI pipe class B above the ground
14500
-
-
25 mm Diameter HDPE below the ground & 20 mm GI pipe class B above the ground
300
-
-
32 mm Diameter HDPE below the ground & 25 mm GI pipe class B above the ground
100
-
-
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.
-
-
-
With HDPE pipe
-
-
-
20 mm Dia service pipe
72500
-
-
25 mm Dia service pipe
1500
-
-
32 mm Dia service pipe
500
-
-
Supply, fixing, testing and commissioning of Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 / EEC/ MDIL with end coupling as per relevant technical specification and the direction of the Engineer
-
-
-
15mm size
14500
-
-
20mm size
300
-
-
25mm size
100
-
-
Supplying and Fixing water METER BOX- with Weather resistant PE/ GRP box, press fitted Lid fixing & locking and locked with built-in or external lock.
14900
-
-
Chlorination room, Pump house & CWR
-
-
-
Design, Supply, Installation, constructuion, Testing, Trial run and commissioning of Clear water pump house at following locations including but not limited to all relevant civil structures, electrical, mechanical, instrumentation, Automization, SCADA etc., and all allied works as per Employer's Requirement, specification and satisfaction to Employer's Representative for fulfilling the functional requirememts and performance indicators.
-
-
-
AEN PHED Office H/W
1
-
-
Panchwa road H/W
1
-
-
Jagdamba Colony H/W
1
-
-
Old PHED H/W (Budsu road)
1
-
-
Temporary arrangement of piping work with all ancillary work (laying, jointing, testing of MS/CI/DI/uPVC pipe, Specials, Valves, Puddle Collar, making hole in RCC/masonry wall, construction of RCC/CC block, thrust block/grouting etc. including all labour & material as per technical specification) for shifting of existing pipes /new pipes/bypass, below/above ground between existing/proposed CWR with proposed/ existing pump house as per site requirement without disturbing existing water supply line, till construction and commissioning of both CWR & Pump house at same H/w where dismantling of existing structure (CWR/PH) is required to construct new structure. Contractor is required to submit the construction methodology for approval of employer’s representative.
-
-
-
AEN PHED Office H/W
1
-
-
Panchwa road H/W
1
-
-
Jagdamba Colony H/W
1
-
-
Design, Supply, Installation, constructuion, Testing, Trial run and commissioning of clear water reservoirs of required capacity at following location, including but not limited to all relevant civil structures, electrical, mechanical, instrumentation, Automization, SCADA etc., and all allied works as per Employer's Requirement, specification and satisfaction to Employer's Representative for fulfilling the functional requirememts and performance indicators.
-
-
-
AEN PHED Office H/W, 600 KL
1
-
-
Panchwa road H/W 1200 KL
1
-
-
Jagdamba Colony H/W 920KL
1
-
-
Old PHED H/W (Budsu road) 730 KL
1
-
-
Design, construction, supplying, installation, testing, trial run and commissioning of Chlorination room with chlorination system at following locations including tonner stoage and handling including but not limited to connecting the system to clear water supply including piping works, EOT crane and its girder, alkaline water storage tank its sprinkling system and other Electro-Mechanical equipment, Instrumentation, SCADA system and synchronization of SCADA enabled devices and equipment installed, support structures for piping/valves, ventilation system, safety equipments and all finishing work to complete the building complete in all respect
-
-
-
AEN PHED Office H/W
1
-
-
Panchwa road H/W
1
-
-
Jagdamba Colony H/W
1
-
-
Old PHED H/W (Budsu road)
1
-
-
Master Control Centre
-
-
-
Design, Supply, Installation, Construction of Master Control Centre (MCC) including but not limited to office building, water supply, sanitation, boundary wall, pipes, fittings, electrical works, street lights, lavotaries, furniture, roadworks, horticulture, landscaping, architectural work, finishing works and all relevant civil, electrical, Mechanical, Instrumentation & SCADA works complete in all respect as per specifications, employer's requirement and satisifaction to the Employer's Representative to achieve perforamce indicators complete in all respect.
1
-
-
Centre Control Centre
-
-
-
Design, Supply, Installation, Centre Control Centre including but not limited to office building, water supply, sanitation, boundary wall, pipes, fittings, electrical works, street lights, lavotaries, furniture, roadworks, horticulture, landscaping, architectural work, finishing works and all relevant civil, electrical, Mechanical, Instrumentation & SCADA works complete in all respect as per specifications, employer's requirement and satisifaction to the Employer's Representative to achieve perforamce indicators complete in all respect.
1
-
-
Consumer Relation Management Centre
-
-
-
Design, Supply, Installation, Construction of Consumer Relation Management Centre (CRMC) including but not limited to office building, water supply, sanitation, boundary wall, pipes, fittings, electrical works, street lights, lavotaries, furniture, roadworks, horticulture, landscaping, architectural work, finishing works and all relevant civil, electrical, Mechanical, MIS system, required software and Hardware complete in all respect as per specifications, employer's requirement and satisifaction to the Employer's Representative to achieve perforamce indicators complete in all respect.
2
-
-
Thrust Block
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
-
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
120
-
-
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.
Thermo Mechanically Treated
8671
-
-
Refurbishment of OHSRs,GLSR, CWRs, Pump House (Civil Works)
-
-
-
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
-
-
-
Of area 3 sq. metres and below
44
-
-
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
2000
-
-
Scraping of bricks dismantled from brick masonry including stacking.
-
-
-
In lime/Cement mortar
8000
-
-
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
In cement mortar
1448
-
-
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Cement concrete flooring.
384
-
-
Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead as per direction of Engineer-in-charge:
-
-
-
Upto 150 mm diameter
30
-
-
Above 150 mm dia upto 300 mm dia.
30
-
-
Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres
-
-
-
Upto 150 mm diameter
5
-
-
Above 150 mm diameter
5
-
-
Loading and Unloading of Cement or Steel by Manual Means and stacking.
6
-
-
Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand):
-
-
-
Flush/ Ruled pointing
48
-
-
Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
65
-
-
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix :
-
-
-
1:4 (1 cement : 4 fine/ coarse sand)
2500
-
-
Fixing standard steel glazed doors, windows and ventilators in walls with 15x3mm lugs 10 cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws (only steel windows with lugs, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost.)
8260
-
-
Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading 20x3mm with suitable screw at not exceeding 150mm distance etc. complete.
15
-
-
Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows.
210
-
-
52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume .hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
150
-
-
Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
-
-
-
18 mm thick.
240
-
-
Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
-
-
-
40 mm wide and 4 mm thick.
450
-
-
Finishing walls with water proofing cement paint of required shade :
-
-
-
New work (Two or more coats applied @ 3.84 kg/10 sqm).
6500
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
-
-
-
New work (two or more coats) over and including priming coat with cement primer.
2200
-
-
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
-
-
-
Two or more coats on new work
650
-
-
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
20
-
-
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and appoved paint using structural steel etc. as required.
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
300
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
1000
-
-
Provision for development of horticultural work at following locations:-
-
-
-
At Makrana Pump House
30
-
-
At AEN PHED Pump House
50
-
-
At Panchwa Road Pump House
80
-
-
Part E:- Electrical Works (including refurbishment works)
-
-
-
Supply ,Installation, Testing and Commissioning of 11 KV Ring Main unit (1 No. of LBS at Incomer and 2 Nos. of VCBs at Outgoing) as per technical requirements and complete in all respect at the Various locations
-
-
-
PH AEN PHED OFFICE
1
-
-
PH JAGDAMBA COLONY
1
-
-
PH Panchwa Road
1
-
-
PH Old PHED H/W (Budsu road)
1
-
-
Supply, Installation, Testing & Commissioning of 11/0.433KV, ONAN, transformer with OCTC (±10%, taps at 2.5%) at the following Location:-
-
-
-
PH AEN PHED OFFICE
2
-
-
PH JAGDAMBA COLONY
2
-
-
PH Panchwa Road
2
-
-
PH Old PHED H/W (Budsu road)
2
-
-
Providing, laying, testing & commissioning of Complete cabling system with HV cables, cable trays, route marker, steel structure for cable trench, MS pipes and accessories at the following location:-
-
-
-
PH AEN PHED OFFICE
1
-
-
PH JAGDAMBA COLONY
1
-
-
PH Panchwa Road
1
-
-
PH Old PHED H/W (Budsu road)
1
-
-
NAGAUR LIFT CANAL
1
-
-
Providing, laying, testing & commissioning of Complete cabling system with LV power & control cables, cable trays, route marker, steel structure for cable trench, MS pipes and accessories at the following location
-
-
-
PH AEN PHED OFFICE
1
-
-
PH JAGDAMBA COLONY
1
-
-
PH Panchwa Road
1
-
-
PH Old PHED H/W (Budsu road)
1
-
-
NAGAUR LIFT CANAL
1
-
-
Supply, Installation, Testing and Commissiong of LV switchboard as per approved SLD at the following location:-
-
-
-
PH AEN PHED OFFICE
1
-
-
PH JAGDAMBA COLONY
1
-
-
PH Panchwa Road
1
-
-
PH Old PHED H/W (Budsu road)
1
-
-
NAGAUR LIFT CANAL
1
-
-
Providing, laying, testing & commissioning of DG Set complete with Required RPM Diesel Engine of suitable BHP as per approved drawings for the following Location as per complete respect
-
-
-
PH AEN PHED OFFICE
1
-
-
PH JAGDAMBA COLONY
1
-
-
PH Panchwa Road
1
-
-
PH Old PHED H/W (Budsu road)
1
-
-
NAGAUR LIFT CANAL
1
-
-
Supply Installation Testing & commissioning of Local Push button Stations to the following location:
-
-
-
PH AEN PHED OFFICE
6
-
-
PH JAGDAMBA COLONY
12
-
-
PH Panchwa Road
12
-
-
PH Old PHED H/W (Budsu road)
12
-
-
NAGAUR LIFT CANAL
2
-
-
Supply, Installation, Testing & commissioning of Complete earthing / lightning protection system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories at the following location
-
-
-
PH AEN PHED OFFICE
1
-
-
PH JAGDAMBA COLONY
1
-
-
PH Panchwa Road
1
-
-
PH Old PHED H/W (Budsu road)
1
-
-
NAGAUR LIFT CANAL
1
-
-
Design, Supply, Installation, Testing & commissioning of Complete Solar panel with following capacity of Solar PV crystalline Module, string inverter, complete set of Galvanized Module Mounting Structure with appropriate analysis of load/wind speed, Remote monitoring system, Require set of Battery Bank, Power Conditioning Unit and complete set of Cables & Other related accessories including conduit, ACDB, lightning arrester and earthing kits ETC, Installation & Commissioning Civil work for structure. LT panel (if required) as per approved drawing for the following location:
-
-
-
PH AEN PHED OFFICE
1
-
-
PH JAGDAMBA COLONY
1
-
-
PH Panchwa Road
1
-
-
PH Old PHED H/W (Budsu road)
1
-
-
SPS- 3.10 MLD
1
-
-
SPS- 0.85 MLD
1
-
-
STP- 7.60 MLD
1
-
-
Supply, installation, testing and commissioning of electrical cum control panel suitable for operatrion of the pump with required electrical and instrumentation accessories with display of various instruments like flow, pressure and level etc along with suitable control and communication for module transmission of signals to SCADA at Master control centre, cables, cable tray, etc. complete as per the scope of work and specification.
26
-
-
Providing and laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required
26
-
-
Part F:- Mechanical Works (including refurbishment works)
-
-
-
Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification.
-
-
-
Discharge - 205 LPS & Head 41 M
2
-
-
Pump to Direct Distribution
-
-
-
Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting(HCSC)/end suction pumps with VFD driven motor with VFD, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve,coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification & Employer' requirement.
-
-
-
Discharge - 14 LPS & Head 20 M
2
-
-
Discharge - 18 LPS & Head 24 M
2
-
-
Discharge - 19 LPS & Head 29 M
2
-
-
Discharge - 27 LPS & Head 20 M
4
-
-
Discharge - 5 LPS & Head 33 M
2
-
-
Discharge - 10 LPS & Head 33 M
4
-
-
Discharge - 17 LPS & Head 31 M
2
-
-
Discharge - 17 LPS & Head 36 M
2
-
-
Discharge - 14 LPS & Head 44 M
2
-
-
Discharge - 27 LPS & Head 44 M
4
-
-
Discharge - 35 LPS & Head 24 M
4
-
-
Discharge - 37 LPS & Head 29 M
4
-
-
Discharge - 33 LPS & Head 31 M
4
-
-
Discharge - 33 LPS & Head 36 M
4
-
-
Drain Pump at Pump House
-
-
-
Supply, Install, Test & Commissioning of Drain pump 10 m3/hr at 15 MWC including cost of footvalve, GI pipes and fittings etc.for draining out of water.
-
-
-
Discharge 2.77 lps,15 m head
4
-
-
Submersible Pumpsets for Tubewells (Existing with 50% standby)
-
-
-
Supply, Installation, testing and commisioning of energy efficient 5 star rated Submersible Pump sets in tube-well/open well complete including transportation of tripod, chain pulley block & any other material required for lowering purpose.
-
-
-
Discharge - 2.3 LPS & Head 110 M
39
-
-
Valves at Pump House-Delivery, Tubewells delivery
-
-
-
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia. complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer. (Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG or Equivalent )
-
-
-
Electrically Operated & SCADA Compatible (PN 1.6 class)
-
-
-
80 mm dia
2
-
-
100 mm dia
12
-
-
125 mm dia
4
-
-
150 mm dia
20
-
-
200 mm dia
4
-
-
350 mm dia
2
-
-
Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI Resilient Seated Dual Plate Check Valves in accordance with BS EN 12334 of following dia (including jointing and jointing material), including material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
(Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG or Equivalent )
-
-
-
PN 1.0 rating
-
-
-
80 mm dia
26
-
-
PN 1.6 rating
-
-
-
80 mm dia
2
-
-
100 mm dia
12
-
-
125 mm dia
4
-
-
150 mm dia
20
-
-
200 mm dia
4
-
-
350 mm dia
2
-
-
Valves at DMA & CWR Inlet
-
-
-
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG or Equivalent )
-
-
-
Electrically Operated & SCADA Compatible (PN 1.6 class)
-
-
-
150mm dia
1
-
-
250mm dia
4
-
-
300mm dia
4
-
-
350 mm dia
3
-
-
400 mm dia
2
-
-
Valves Common delivery & Transmission Main
-
-
-
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG or Equivalent )
-
-
-
Manually operated class PN 1.6
-
-
-
150 mm dia
2
-
-
200 mm dia
2
-
-
250 mm dia
6
-
-
300 mm dia
1
-
-
350 mm dia
2
-
-
450 mm dia
3
-
-
500 mm dia
2
-
-
Valves on Suctionside at Pump Houses, CWR (outlet,Washout) & Tubewell
-
-
-
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.
(Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG or Equivalent )
-
-
-
Manually operated class PN 1.0
-
-
-
80 mm dia
28
-
-
125 mm dia
6
-
-
150 mm dia
19
-
-
200 mm dia
24
-
-
350 mm dia
2
-
-
400 mm dia
7
-
-
450 mm dia
6
-
-
500 mm dia
3
-
-
Valves in Distribution System
-
-
-
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.
-
-
-
Manually operated class PN 1.0
-
-
-
80 mm dia
85
-
-
100mm dia
98
-
-
125mm dia
41
-
-
150mm dia
12
-
-
200mm dia
23
-
-
250mm dia
15
-
-
300 mm dia
7
-
-
350 mm dia
5
-
-
400 mm dia
2
-
-
Hydrant valve
-
-
-
Providing and fixing single headed hydrant valves with flanged inlet ISI marked with 63 mm female instantaneous outlet of gun metal complete with blank cap and chain conforming to IS : 5290
7
-
-
Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B double flanged specials as per IS : 7181 in trenches complete (excluding jointing) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
-
-
-
Standard specials
375
-
-
Non-Standard specials
200
-
-
Air Valves
-
-
-
Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Double Air Valves of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. (Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG or Equivalent )
-
-
-
50 mm dia
10
-
-
80 mm dia
3
-
-
100 mm dia
2
-
-
Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Air Cushion Valves of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications, AWWA C512 and as per direction of Engineer.
(Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG or Equivalent )
-
-
-
100 mm dia
2
-
-
Pressure Reducing Valve
-
-
-
Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge.
-
-
-
100 mm dia
4
-
-
125 mm dia
6
-
-
150 mm dia
9
-
-
Water level gauge indicator for CWRs
-
-
-
Supplying, installing and testing & commissioning of float & board type water tank gauge(FBG) at OHSR/ CWR with all components & sub assembled including fabrication to be required( Measuring/Guide nozzle, Conduit support, Gauge support) at site for function of water tank gauge complete in all respect.
4
-
-
SSE bellows in pump house piping System
-
-
-
Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer.
-
-
-
80 mm dia
4
-
-
100 mm Dia
12
-
-
125 mm Dia
10
-
-
150 mm Dia
31
-
-
200 mm Dia
29
-
-
250 mm Dia
5
-
-
350 mm Dia
3
-
-
450 mm Dia
2
-
-
CI Dismentling Joint for other than pump house Piping System, Tubewells
-
-
-
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
PN-1.0
-
-
-
80 mm dia
137
-
-
100 mm dia
105
-
-
125 mm dia
47
-
-
150 mm dia
28
-
-
200 mm dia
24
-
-
250 mm dia
20
-
-
300 mm dia
11
-
-
350 mm dia
11
-
-
400 mm dia
11
-
-
450 mm dia
7
-
-
500 mm dia
5
-
-
Electrically Operated travelling Crane(EOT) at Pump House
-
-
-
Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT). Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.
-
-
-
2MT Capacity, Span 7 M and Lift 6 M
4
-
-
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer all complete for mounting Electrically Operated Traveling Crane(EOT). complete with all respect as per the specification IS-808: 1989 (Ambedement till upto date)
9150
-
-
MS Pipe and Specials for Pump house piping
-
-
-
Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) 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.
-
-
-
MS pipe upto 600mm dia (with minimum 5mm thickness sheet)
14000
-
-
MS pipe above 600mm dia (with minimum 6.3 mm thickness sheet)
7500
-
-
Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) 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.
-
-
-
MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)
2500
-
-
MS pipe specials above 600mm dia (with minimum 6.3 mm thickness sheet)
1350
-
-
Finishing/Painting
-
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
-
-
-
On Structural steel work (EOT side girder & PH piping works)
1150
-
-
Pressure gauge (Pump Suction-Delivery & T/Ws)
-
-
-
Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineertechnical specification and the direction of the Engineer :
-
-
-
- 1.0 to +1.0 kg/cm²
44
-
-
0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm²
70
-
-
Chlorination
-
-
-
Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM 'Y' type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity complete in all respect as per specification and the direction of the Engineer.
-
-
-
1 kg/hr capacity
8
-
-
Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer.
8
-
-
Supply of Chlorine Safety Equipment set comprising of the items Chlorine leak detector with two sensors, self contained compressed air breathing apparatus, safety shower with eye wash, emergency tonner repair kit, protective clothing such as PVC overall, gloves and rubber boots; complete as per detailed specifications & the directed of the Engineer.
4
-
-
For Existing TWs
-
-
-
Providing & lowering of G.I. flange pipe B Class including rubber washer and nuts of 8 mm dia complete in all respect.
-
-
-
75 mm dia
2340
-
-
Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size:
-
-
-
200 mm dia
26
-
-
M.S. clamp set made of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump
52
-
-
Part G:- Instrumentation and SCADA Work
-
-
-
Master Control Centre at Head works
-
-
-
Supply, Installation, testing and commissioning of SCADA System at Master Control Centre complete with PC server, monitor, communication modules, printers, required hardware, software, complete with all accessories.
1
-
-
60" LED display of latest resolution and configuration
2
-
-
Operator console including control desk chairs, storage racks, etc.
2
-
-
Provision for Desktop computers for control centres with furnitures
3
-
-
Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank
1
-
-
Supply, Installation, testing and commissioning of following PLC cum Instrument Control Panel including PLC, programming software, hardware, PC based SCADA System complete with PC server, Operator work station, engineering work station with 32" LED monitor, communication modules, color A3 & A4 printers, required hardware, software, etc complete with all accessories and in line with the Technical specifications.
-
-
-
PH AEN PHED OFFICE
1
-
-
PH JAGDAMBA COLONY
1
-
-
PH Panchwa Road
1
-
-
PH Old PHED H/W (Budsu road)
1
-
-
NAGAUR LIFT CANAL
1
-
-
Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank.
5
-
-
Providing, installation, testing and commissioning of RTU/PLC panel with ISDN/GPRS modem to transmit data to Local control centre as well as Master Control Centre, etc. complete as per specifications and/or as directed by the Employers Reprersentative.
36
-
-
Providing, Installation, Testing and Commissioning of ULTRASONIC LEVEL TRANSMITTER for Water Application : Principle : Time of Flight / Sensor MOC PP / Process Connection 1 1/2 inch BSP or 2 inch BSP Threaded type / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66
-
-
-
0 - 8 MTR
10
-
-
Providing, installation, testing and commissioning of Level Switch ( Conductivity) Conductivity Probes: (i) Rigid for lengths of up to 3 meters (ii) Flexible for lengths above 3 meters (Rigid probes preferred), Probe insulation: Teflon, Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum
5
-
-
Providing, Installation, Testing and Commissioning of MAGNETIC FLOW METER for Water Application: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%
-
-
-
150 mm dia.
3
-
-
200 mm dia.
1
-
-
250 mm dia.
6
-
-
300 mm dia.
2
-
-
350 mm dia.
1
-
-
400 mm dia.
1
-
-
Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class "B" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer.
-
-
-
BFM 80 for DN 80 mm
26
-
-
BFM 125 for DN 125 mm
1
-
-
BFM 150 for DN 150 mm
9
-
-
Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67
-
-
-
1/2" M (NPT)
58
-
-
Supply and laying of instrument cable trays complete with all accessories like lugs, glands, etc. complete as per specification and/or as directed by the employers representative
1
-
-
Supply, laying, termination of perforated GI cables complete with all accessories like bends, joints and T-section, etc. complete as per specification and/or as directed by the employers representative.
1
-
-
SITC of NVR Software: recording plus fully functional Application for use with Digital Recorders, Video Encoders and IP Cameras. Single site License Open platform allows full functionality with IP Cameras from Major manufacturers, Supports Megapixel Cameras and of leading manufacturer,Support various compressions, Including MPEG-4,M-JPEG and H.264, Manufacturer dependant, Graphical Map feature supports realistic camera location, Full PTZ Control Hierarchy for simultaneous or Prioritized users, Multiple Channel viewing/recording system allowing networking for Network Video Recorders (NVR), IP Cameras and Digital Recorders (DVR), Device site list or logical camera grouping, Individual picture quality setting per cameras, Remote configuration of devices acros the network, Feature LAN and WAN Connectivity, Remote alarm capability, Create macros to view/listen and record Video and audio,PTZ Cameras at present positions, record up to 95* cameras on a single NVR Record and view live video at different fps without additional video streams. these for following location:
-
-
-
PH AEN PHED OFFICE
1
-
-
PH JAGDAMBA COLONY
1
-
-
PH Panchwa Road
1
-
-
PH Old PHED H/W (Budsu road)
1
-
-
NAGAUR LIFT CANAL
1
-
-
STRATEGIC MANHOLES
-
-
-
Providing, Installation, Testing and Commissioning of ULTRASONIC LEVEL TRANSMITTER for Water Application : Principle : Time of Flight / Sensor MOC PP / Process Connection 1 1/2 inch BSP or 2 inch BSP Threaded type / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66
-
-
-
0 - 8 MTR
50
-
-
Providing, installation, testing and commissioning of RTU/PLC panel with ISDN/GPRS modem to transmit data to Local control centre as well as Master Control Centre, etc. complete as per specifications and/or as directed by the Employers Reprersentative.
50
-
-
Providing, installation, testing and commissioning of UPS, Single Phase 230 V, 50 Hz with Ni+Cd battery bank as per specification
50
-
-
Environmental Monitoring:
-
-
-
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.
48
-
-
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.
48
-
-
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.
32
-
-
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.
32
-
-
Rain Water Harvesting Structures
1
-
-
Sprinkling of Water for Dust Suppression during excavation
2500
-
-
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.
0.06
-
-
Part H:- Miscellaneous works
-
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement -
All work upto plinth level :
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
210
-
-
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.
-
-
-
Thermo-Mechanically Treated bars.
26860
-
-
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete.
1990
-
-
Brick work with FPS bricks of class designation 75 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
65
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
60
-
-
Random rubble masonry with hard stone in foundation and plinth :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
25
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
25
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
-
-
-
1:1:2 (1 Cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix)
50
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
50
-
-
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
110
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
90
-
-
Restoration of Culverts, Drains, Compound wall Septic Tank
-
-
-
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.
-
-
-
In cement mortar 1:3 (1 cement : 3 coarse sand)
200
-
-
In cement mortar 1:4 (1 cement : 4 coarse sand)
250
-
-
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.
-
-
-
In cement mortar 1:3 (1 cement : 3 coarse sand)
180
-
-
In cement mortar 1:4 (1 cement : 4 coarse sand)
180
-
-
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.
120
-
-
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.
-
-
-
PCC Grade M -15
320
-
-
PCC Grade M -20
375
-
-
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.
-
-
-
In cement mortar 1:3 (1 cement : 3 coarse sand)
425
-
-
In cement mortar 1:4 (1 cement : 4 coarse sand)
425
-
-
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.
-
-
-
12 mm plaster on brick work
300
-
-
20 mm plaster on stone work
300
-
-
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.
-
-
-
PCC Grade M -20
300
-
-
RCC Grade M -25
295
-
-
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 2018.
96
-
-
Part I:- FSM
-
-
-
FSTP
-
-
-
Design, Drawing, Construction, Supply, Installation, testing, Trial run & commissioning of FSTP of capacity 10 KLD. It includes but not limited to all civil, mechanical, electrical, instrumentation, automization, campus development, drinking water facility, sanitation, etc and all relevant work to complete the work as per scope of work & specifications and employer's requirment to achieve performance indicator.
1
-
-
Desludging of septage from househole pits/ septic tank, transportation to FSTP, Disosal to designated unit in FSTP including operate and maintenance of the equipment with all accessories complete in all respect over the O&M period
-
-
-
by 4000 lit truck
545
-
-
by 1000 lit truck
245
-
-
Supply, Trial run and commissioing of Truck mounted Desludging Equipment with all accessories, as per technical specification.
-
-
-
4000 lit. capacity
2
-
-
1000 lit. capacity
1
-
-
Part J:- Operation and Maintenance (From commssioning to completion of design build period)
-
-
-
Water Supply
-
-
-
Operation, maintenance and management, meter reading, billing of water supply system through regular water supply in DMAs/Zones from service reservoirs to consumer water meter points as per specifications & employer's requirement including consumables & excluding power charges from date of commissioning up to completion of design build period as directed by Engineer Incharge.
219030
-
-
Waste Water
-
-
-
Operation & maintenance of sewerage collection,pumping main & conveyance system from commssioning to completion of design build period (RCC/ HDPE/ DWC/DI pipes) from consumer point to STP complete. (line between property chamber and sewer manhole will not be measured for payment purpose).
4220
-
-
Operation & maintenance Cost of STP:
Operation and maintenance of Sewage Treatment plant from commssioning to completion of design build period of capacity 7.60 MLD 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 for campus development, administrative building, laboratory, horticulture, etc. and all works related to plant operation as per scope of wok and specification and performance indicator.
2150
-
-
Operation & maintenance Cost of SPS: Operation and maintenance of Sewage Pumping Station from commssioning to completion of design build period including replacement obligations Spare parts, tools and tackles Manpower, repair & maintainence of Civil works, Electromechanical, Instrumentation SCADA and automation works and pumping main related to plant operation as per scope of works and specifications and performance indicators including all other cost related to operation and maintainence of SPS facility but excluding energy Consumption.
465
-
-
Part K:- Operation and Maintenance (After completion of Design Build Period)
-
-
-
House service connetion and installation of water meter during O&M Peiord
-
-
-
Providing and making house service connections from water supply distribution HDPE pipe line upto water meter chamber inside the property using HDPE (Class-PE 100) PN 16 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
20 mm Diameter HDPE below the ground & 15 mm GI pipe class B above the ground
2250
-
-
25 mm Diameter HDPE below the ground & 20 mm GI pipe class B above the ground
175
-
-
32 mm Diameter HDPE below the ground & 25 mm GI pipe class B above the ground
75
-
-
Supply, fixing, testing and commissioning of Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 / EEC/ MDIL with end coupling as per relevant technical specification and the direction of the Engineer
-
-
-
15mm size
3591
-
-
20mm size
279
-
-
25mm size
120
-
-
Supplying and Fixing water METER BOX- with Weather resistant PE/ GRP box, press fitted Lid fixing & locking and locked with built-in or external lock.
6970
-
-
Operation, maintenance and management, meter reading, billing of entire water supply system through regular water supply up to consumer water meter points as per specifications & employer's requirement including consumables & excluding power charges as directed by Engineer Incharge.
1788000
-
-
Waste Water
-
-
-
After completion of Design Build Period
-
-
-
Sewer House Secreice Connection during O&M Peiord
-
-
-
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.
-
-
-
For pipe length upto 5 meter
910
-
-
For pipe length 5-10 meter
260
-
-
For pipe length more than 10 meter
130
-
-
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.
1300
-
-
O&M of FSTP, STP & SPS
-
-
-
FSTP:
Operation and maintenance of plant and anciliary units which will include all activities described in the scope of work complete
1
-
-
STP:
Operation and maintenance of Sewage Treatment plant 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 for campus development, administrative building, laboratory, horticulture, etc. and all works related to plant operation as per scope of wok and specification and performance indicator.
-
-
-
7.60 MLD Near Dashahara Maidan (Ward No.12)
27740
-
-
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 words related to plant operation as per scope of works and specifications and performance indicators including all other cost related to operation and maintainence of SPS facility but excluding energy Consumption.
-
-
-
3.10 MLD SPS Near Moti Ramji ki Kothi (SPS-1)
11315
-
-
0.85 MLD SPS Near Bawadi (SPS-2)
3103
-
-
Operation & maintenance Cost of Network:
Operation & maintenance of sewerage collection, conveyance system and pumping main (RCC/ HDPE/ DWC/DI pipes) from consumer point to STP complete. (line between property chamber and sewer manhole will not be measured for payment purpose).
19617
-
-
Sewer Manholes Covers :-
-
-
-
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
800
-
-
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.
800
-
-
Faecal Sludge Management
-
-
-
Desludging of septage from household pits/ septic tank, transportation to FSTP, Disposal to designated co-treatment unit in STP complete in all respect over the O&M period
-
-
-
by 4000 lit truck
4905
-
-
by 1000 lit truck
2205
-
-
Operation & maintenance of Faecal Sludge transportation 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.
7900
-
-
Provision of Provisional Sum to be used as per Tender Document (Fixed) : INR 55000000. Bidder should fill amount INR 55000000
1
-
-
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