Rajasthan Urban Infrastructure Development Program Tender
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Costs
EMD
₹ 3,20,00,000Document Cost
₹ 10,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_RUIDP_266274_1Bid Award Id
ViewTender No
RSTDSP/JOD/01Tender Authority
Rajasthan Urban Infrastructure Development Program ViewPurchaser Address
-Website
http://http://urbanslbruidp.rajasthan.gov.in/
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Documents
BOQ Items
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To Analyze the soil conditions by drilling bore holes at different locations to represent soil strata to conduct Standard penetration test (SPT) for determining SBC in hole as per IS-2131 including collection of disturbed and undisturbed soil samples at every 3.0 m or at change of strata analyzing the soil or grain size, atterberg limits, bulk & dry densities, shear parameters and specific gravity. In case of rock, collection of core, calculation or RQD (Rock Quality Designation) and core recovery and comprehensive strength of rock. Geo-tech investigation to be done at different locations complete in all respect as per specifications.
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In Hard Soil
9127
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In Ordinary/ Soft Rock
278
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In Hard Rock
278
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Plate load test for determining SBC at a specified depth and draw load settlement curve as per Indian standard complete in all respect as per specifications.
2
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Road Cutting and Restoration
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Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.
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Bituminous Courses
8946.3
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Granular Courses
41815.4
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Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), rehandling of material/earth to complete the task.
22128.7
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Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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Grading - I Material
14170.2
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Grading - II Material
2500.3
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Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
56513.6
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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.9 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
463471.8
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Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.25 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
695207.7
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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers 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.
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With Bitumen VG-grade 30
235296.6
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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
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With Bitumen VG-grade 30
13592.7
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Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500- 15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including cost of anti-stripping compound wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.
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35-40 mm compacted thickness (Grade-1) using Bitumen VG-grade 30 @ 4.5% (percent by weight of total mix)
2055.9
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25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)
1680.8
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Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per Table 500-4, Grading-II for base/ binding course, loading of aggregate with F.E. loader, heating and mixing of stone aggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of MoRT&H specification and including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat.
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With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix)
7543.8
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Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 Cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping compound wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding under sewer line and manhole work including allowances for any additional road restoration beyond the drawings (measurement for payment to be as per standard drawings) to complete the task.
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With Bitumen VG-grade 30
248890.4
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Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
14419.9
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Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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M-30 (As per design mix) For Full Width
8591
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Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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M-30 (As per design mix) In Trench
28677
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Add extra over items of cement concrete flooring/cement plaster/cement pipes, canal works, cc lining, cc road, Plain or RCC work and water retaining works providing & mixing admixture of virgin synthetic polyster/ polypro lane, fibrillated/ Monofilament fibres cut length 6 mm to 25 mm with effective diameter from 10 micron to 1 mm; melting point of 160 degree centigrade, having aspect ratio of 200 to 2000; specific gravity more than 1. It is required in specific ratio @ 0.25% (125 gm fibre in 50 kg cement) for use. Mix it directly with contents in rotating site mixes as per directions of the Engineer with all leads and lifts. (confirming to IS : 16481 : 2016).
301880.7
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Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 100mm thick.
75.9
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Sewer Line, Manhole, Inspection Chamber etc.
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Earthwork
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Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.
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In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
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Depth upto 1.5 m
65185
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Depth above 1.5 m and upto 3.0 m
34760
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Depth above 3.0 m and upto 4.5 m
15552
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Depth above 4.5 m and upto 6.0 m
8753
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Depth above 6.0 m and upto 7.5 m
619
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Depth above 7.5 m and upto 9.0 m
25
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In Ordinary Rocks
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Depth upto 1.5 m
5616
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Depth above 1.5 m and upto 3.0 m
5267
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Depth above 3.0 m and upto 4.5 m
5835
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Depth above 4.5 m and upto 6.0 m
6570
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Depth above 6.0 m and upto 7.5 m
15
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Depth above 7.5 m and upto 9.0 m
5
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In hard Rock (Blasting prohibited)
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Depth upto 1.5 m
2285
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Depth above 1.5 m and upto 3.0 m
607
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Depth above 3.0 m and upto 4.5 m
123
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Depth above 4.5 m and upto 6.0 m
60
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Depth above 6.0 m and upto 7.5 m
15
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Depth above 7.5 m and upto 9.0 m
5
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Add extra for excavation in saturated soil, silt, rock and sludge where pumping or bailing out of water including well point if required for sewer line and manhole.
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Excavation depth from ground level 0.0 to 9.0 m
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Excavation from Encountered depth of water table 0.0 to 1.5 m
20743
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Excavation from Encountered depth of water table 1.5 to 3.0 m
6274
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Excavation from Encountered depth of water table 3.0 to 4.5 m
1808
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Excavation from Encountered depth of water table 4.5 to 6.0 m
562
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Excavation from Encountered depth of water table 6.0 to 7.5 m
134
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Excavation from Encountered depth of water table 7.5 to 9.0 m
1
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Timbering
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Providing and fixing OPEN timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete for following depth below NGL.
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Depth upto 3.0 m
114434
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Depth more than 3.0 m and upto 6.0 m
46314
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Depth beyond 6.0 m
782
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Extra for planking, strutting and packing material for cavities IN OPEN TIMBERING of sewer line and manholes if required to be left permanently in position (face area of timber permanently left to be measured)
4715
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Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) for following depth below NGL.
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Depth upto 3.0 m
20207
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Depth more than 3.0 m and upto 6.0 m
6847
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Depth beyond 6.0 m
520
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Extra for planking, strutting and packing material for cavities IN CLOSE TIMBERING of sewer line and manholes if required to be left permanently in position (face area of timber permanently left to be measured)
1379
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Providing and fixing close timbiring made of Steel Girder Piling in sewer line and manholes work for support the both side of trenches with ISMB 250 as vertical member at 1.25 m centre to centre, ISMB 250 as horizontal member for tie at two depths, Struts to support the both side of trench of ISMB 250 and face of trench to be covered with 100*100*1235 mm wooden planks and removing Steel Girder piling after laying the sewers etc. complete as per specifications and as directed by Engineer. (Measurements to be taken of the face area timbered)
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Depth more than 3.0 m and upto 6.0 m
15649
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Depth beyond 6.0 m
1041
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Carriage of Materials by mechanical transport including loading, unloading and
stacking ::
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Earth, Stone Boulders and Gravellary Material
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lead up to 1 Km
59021
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lead up to 2 Km
88532
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lead up to 3 Km
147552
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Earth filling in trenches by soil including watering ramming consolidating and dressing complete including cost of soil with loading and unloading by mechanical means etc complete as directed by Engineer.
71058
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Barricading
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Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 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).
296755
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Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear
basis).
127180
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Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in red and white stripes as per the specifications and directions of the Engineer Incharge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect.
254362
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Pipes (Supply & Laying)
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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.
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200 mm ID
158909
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250 mm ID
3052
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300 mm ID
7121
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Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical 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
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350 mm internal diameter
2133
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400 mm internal diameter
2990
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450 mm internal diameter
3828
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500 mm internal diameter
1587
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600 mm internal diameter
2929
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700 mm internal diameter
425
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800 mm internal diameter
3507
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1000 mm internal diameter
2070
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1600 mm internal diameter
2129
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Providing, jointing, laying, testing and commissioning of HDPE PE- 100/PN-6 (suitable for pulling method for jointing) pipes for sewer line as per IS-14333 by trenchless method adopting any suitable technology below ground at required depth including carriage etc. complete in all respect, construction of thrust pit and receiving pit of required size upto 3 metre depth and soil investigation, making suitable arrangement for barricading of pits, traffic diversion, lights, traffic permission from relevant authority (though department will assist in getting the permission), refilling of pits in compacted layers of 150 mm including disposal of surplus material with all lift and lead upto 50 metre as per specification and the direction of the Engineer.
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In all types of soil
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200 mm dia HDPE pipe
4525
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250 mm dia HDPE pipe
7640
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315 mm dia HDPE pipe
781
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400 mm dia HDPE pipe
2033
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500 mm dia HDPE pipe
2238
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630 mm dia HDPE pipe
2647
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800 mm dia HDPE pipe
610
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Providing, jointing, laying, testing and commissioning of HDPE PE- 100/PN-6 (suitable for pulling method for jointing) pipes for sewer line as per IS-14333 by trenchless method adopting any suitable technology below ground at required depth including carriage etc. complete in all respect, construction of thrust pit and receiving pit of required size upto 3 metre depth and soil investigation, making suitable arrangement for barricading of pits, traffic diversion, lights, traffic permission from relevant authority (though department will assist in getting the permission), refilling of pits in compacted layers of 150 mm including disposal of surplus material with all lift and lead upto 50 metre as per specification and the direction of the Engineer.
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In Rock
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250 mm dia HDPE pipe
472
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315 mm dia HDPE pipe
53
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400 mm dia HDPE pipe
121
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500 mm dia HDPE pipe
210
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630 mm dia HDPE pipe
192
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800 mm dia HDPE pipe
68
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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.
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In all types of soil
1131
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In rocks
48
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Bedding
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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 PVC/HDPE pipes of following sizes as per drawing and or as directed by Engineer.
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110 mm nominal dia
91700
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160 mm nominal dia
9170
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200 mm nominal dia
158909
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250 mm nominal dia
3052
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315 mm nominal dia
7121
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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.
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350 mm internal diameter
2133
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400 mm internal diameter
2990
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450 mm internal diameter
3828
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500 mm internal diameter
1587
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600 mm internal diameter
2929
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700 mm internal diameter
425
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1600 mm internal diameter
2129
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Construction of Manholes
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Providing and constructing of RR stone masonry circular manholes of "Type-A" with internal dia 0.90m and depth upto 1.65m having 300mm thick RR stone 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.
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Manhole "Type-A" of depth 0.90 m
3345
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Providing and constructing extra depth of manhole "Type-A" for depth beyond 0.90 m and upto 1.65 m with RR stone masonary including 20mm plaster inside and outside as per drawing and direction of Engineer.
1450
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Providing and constructing of RR stone masonry circular manholes of "Type-B" with internal dia 1.20m and depth upto 2.50m having RR stone masonry wall 300 thick upto 1.5m, 450mm 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.
-
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Manhole "Type-B" of depth 1.70 m
1223
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Providing and constructing extra depth of manhole "Type-B" for depth beyond 1.70 m and upto 2.50 m with RR stone masonry including 20mm plaster inside and outside as per drawing and direction of Engineer..
385
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Providing and constructing of RR stone masonry circular manholes of "Type-C" with internal dia 1.50m and depth upto 5.0m having RR stone masonry wall 300mm thick upto 1.5m, 450mm thick from 1.50m to 2.50m and 600mm 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.
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Manhole "Type-C" of depth 2.60 m
482
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Providing and constructing extra depth of manhole "Type-C" for depth beyond 2.60 m and upto 5.0 m with RR stone masonry including 20mm plaster inside and outside as per drawing and direction of Engineer.
422
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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.
-
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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.
2230
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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.
622
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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.
-
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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.
1224
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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.
1173
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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.
-
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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.
2627
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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.
7487
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Construction of Shallow Manhole (0.60 to 1.0 m depth) with internal dia 560mm and depth upto 1000mm with 150 mm thick PCC M10 in foundation, 75mm thick PCC M15 flooring in slope 1:12, 230mm thick brick masonry in CM (1:4), 20mm thick inside and outside plastering with CM (1:3), inside plaster finished with neat coat of cement, with 560mm dia manhole frame and SFRC cover with double seal CI Frame embedded in 200mm thick PCC M20 grade concrete, refilling of Jhiri with watering and ramming complete as per approved drawing and/or directed by Engineer. Note : Only Excavation work will be measured and paid separately. With SEWER-BRICK masonry wall 230mm thick (At av. Depth 0.6 meter (0.6 m to 1.00m)
1786
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RCC Vent Shaft
-
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Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 150mm dia NP4 RCC pipe (IS 458-ammended upto date) as required including Type-A bedding complete as per standard design and finished with water proofing cement of approved brand as per drawings and/or as directed by Engineer.
Note : Only Excavation work will be measured and paid separately
13
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Drop Manholes
-
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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:
-
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315 mm dia
2
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400 mm dia
2
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630 mm dia
4
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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)
-
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400 mm dia
1
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House Sewer Connections
-
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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.
-
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Pre-cast Road side inspection chamber of 450mm dia (internal), 450mm depth and 750mm dia base foundation
5811
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Pre-cast Road side inspection chamber of 450mm dia (internal), 600mm depth and 750mm dia base foundation.
9690
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Pre-cast Road side inspection chamber of 450mm dia (internal), 900mm depth and 750mm dia base foundation.
3879
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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.
-
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110 mm Nominal dia
91700
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160 mm Nominal dia
9170
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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.
6420
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Providing, supplying, laying of sand stone slab in sewer trenches for providing supporting base to sewer line over septic tanks/ soak pits in alignment of sewer line:
50 mm thick stone slabs in required length.
6420
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House Service Connection (HSC)
-
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Making Connection of existing house sanitary system to road side inpection / property chamber by construction of chambers (excludiing cost of chamber) and Providing, laying, jointing, testing & commissioning of house sewer line / chambers with in the premises and upto road side inspection chamber, it includes dismentling of floor, excavation of trenches, laying, jointing of 110 mm dia PVC-U pipe, construction of intermediate house chambers (with in the premises) for connecting existing sewage / sullage pipe line upto property chamber for joining of existing pipes coming from WC's, toilets, bathrooms, kitchen, wash basins etc., and refilling of trenches and repairing of floor with cement concrete base 1:2:4 and floor finishing with kota stone slab flooring over 20 mm (average) thick CM (1:4) / 40 mm thick Marble chip flooring with granite finish (shade matching with existing) / other tiles matching to existing floor and repairing of wall punctured for making hole as good as existing with 12 mm thick cement plastering in CM (1:4 ratio). It also includes provision of gully trap arrangement, PVC-U pipes (SN8) as per IS:15328 (amended up to date) and as per specifications jointing with rubber ring (EPDM/SBR) with socket and spigot joint for all depths including specials, fittings / accessories of class III (6 kg/sqcm) uPVC as per IS:4985 with sealed joints in uPVC pipe line at all levels as per requirement etc. complete as per direction of Engineer in charge.
-
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For pipe length upto 5 meter
6780
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For For pipe length 5-10 meter
7750
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For pipe length more than 10 meter
4850
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Rehabilitation of existing sewer line by Pipe Bursting/ CIPP (Cured Inplaced Pipe) Technology
-
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Rehabilitation, replacement and commissioning of existing sewer network in walled city Jodhpur by Pipe bursting/CIPP technology, including Installation of adequate number of pumping system to bypass the sewage, Leak proof arrangement on upstream and down steam side of working length by providing and laying temporary rising mains, desilting of existing sewer line including safe disposal of silt with in territory of NNJ as direct by engineer in charge .Pre and post CCTV survey with pan and tilted colour camera shall be done. Designing and manufacture of rehabilitation technology and materials for proposed pipe that to be installed, dewatering, washing with clear water/suitable chemical, preparation of surface including dismantling of plaster, etc and repair of joints of pipes wherever necessary.
-
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Grouting with filling material, jointing material, resin material or any other suitable material including testing etc, maintain the proper gradient, grouting with adequate injection pressure including repair/plastering/rising the burried manholes and construction of additional manholes along with P/F PVC foot rests and AA class loading SFRC manhole cover and frames and as per relevant IS specification inclusive of supply of material, labour, Tools& plant, temporary power connection with stand by generator sets of required capacity, gas detector, reinstatement of road as original condition, forced air ventilators,etc & provision of safety equipment, traffic control arrangement , proper lighting at night, barricading display of signboard, insurance of workmen and cleaning of site including disposal of surplus earth/malba within municipal limits, replacement / making of existing/new property connection etc complete, including removal of all hindrance/obstruction, unforeseen items, permission from other department as directed by engineer in charge.
-
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including identification and restoration of all types existing utilities as per the concerned department norms and as per the direction of engineer in charge, wherever the benching is removed from the manhole for the installation of proposed rehabilitation of sewer pipe the concreting and new benching shall be provided. The RCC work shall be done with 1: 1.5: 3 ratio of cement graded stone aggregate. Necessary cement plastering of the manhole chambers shall be done with 20 mm thick plaster in CM. 1:1 wherever it is required. The C.I./PVC Sheathed footsteps provided in the manhole shall be changed wherever required & if not in existence then new foot rest shall be provided, During execution if the manhole frame / cover is damaged the same shall be replaced .
-
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hindrance/obstruction, unforeseen items, permission from other department as directed by engineer in charge. including identification and restoration of all types existing utilities as per the concerned department norms and as per the direction of engineer in charge, wherever the benching is removed from the manhole for the installation of proposed rehabilitation of sewer pipe the concreting and new benching shall be provided. During execution if the manhole frame / cover is damaged the same shall be replaced,all manholes in the alingment of rehabilitation work shall replaced/repair as per direction of EIC . All above mentioned rehabilitation work shall be done as per relevant IS/BIS/international standards/ ASTM Standard/ WRC's SRM.
-
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Sewer dia. up size to 250 mm dia. Sewer
400
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Sewer dia. up size to 300 mm dia. Sewer
1946
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Sewer dia. up size to 400 mm dia. Sewer
866
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Sewer dia. up size to 500 mm dia. Sewer
487
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Sewer dia. up size to 600 mm dia. Sewer
6123
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Sewer dia. up size to 900 mm dia. Sewer
2798
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Sewer dia. up size to 1600 mm dia. Sewer
1000
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Conditional Assessment of Existing Sewer Network
-
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Cleaning, conditional assessment and commissioning of existing sewer network in Jodhpur Nagar Nigam Area, including Installation of adequate number of pumping system to bypass the sewage, Leak proof arrangement on upstream and down steam side of working length by providing and laying temporary rising mains, desilting of existing sewer line including safe disposal of silt with in territory of JMC (North & South) as direct by engineer in charge, dewatering, washing with clear water/suitable chemical, including dismantling of plaster, etc and repair of joints of pipes wherever necessary. Pre and post CCTV survey with pan and tilted colour camera shall be done.
450
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MH Repair & Rehabilitation
-
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Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of height 100/125/150mm, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by Engineer.
60
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Lowering of circular manhole with circular cover 600mm dia and frame slab to required level including dismantling existing slab and manhole wall, taking out the existing CI frame & cover of manhole and lowering it upto ground/ road level, refixing of frame and cover in M15 (1:2:4) concrete all around the frame, including making good the damage, form work, curing, complete as directed by Engineer.
(Dismantling of brick work depth of manhole to be paid separately)
40
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Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer.
-
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HD-20
200
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EHD-35
200
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Removal of existing cement concrete wearing coat manually or with the help of jack hammers including its disposal within a lead of 1000 metres, complete as per technical specification without causing any detrimental effect to any part of the bridge structure as per clause 2809, 100 of MoRT&H Specification.
350
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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical specification including subsequent cutting/ removal and sealing of the holes as necessary of nipples after completion of grouting with cement/ Epoxy as per clause 2807 of MoRT&H Specification.
-
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Cement grout as per clause 2800 & 2806 of MoRT&H specification.
400
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Epoxy grout as per clause 2800 & 2803 of MoRT&H specification.
500
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Sealing of cracks/ porous concrete with following by injection process through nipples including cost of material and labour complete as per drawing and technical specification complete.
-
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Cement grout as per clause 2800 & 2806 of MoRT&H specification.
2000
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Epoxy grout as per clause 2800 & 2803 of MoRT&H specification.
2400
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Cement mortar (1:1) grout as per clause 2800 & 2806 of MoRT&H specification.
3000
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Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer complete as per clause 2800 of MoRT&H specification.
600
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Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. complete as per clause 2807 of MoRT&H specification.
500
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge.
-
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In cement mortar
300
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Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
1500
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Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead.
25
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Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.
-
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Lime Concrete, cement concrete grade M-10 (1:5:10) and below
20
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Cement Concrete Grade M-15 and above and PCC blocks
40
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Dismantling Brick / Tile work
-
-
-
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In cement mortar
60
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Dismantling Stone Masonry
-
-
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Rubble stone masonry in cement mortar
80
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General Obligations
-
-
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Provide and maintain four wheeler (cars) including driver, comprehensive insurance, fuel, oil and lubricants, for average running of 2000 kms per month. Vehicle should be newer than of model 2020.
36
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Providing, arranging, managing and maintaining 500 sq.ft. well furnished office and well equipped Laboratory with 3 tables, 10 chairs, 2 steel almirah, one computer with printer & operator, sufficient number of display etc. to the satisfaction of the Project Manager including Electrical, Water expenses etc. For execution of this item the date of start shall be considered only when the Contractor has actually rented/constructed the required premises established the office & Laboratory as per requirement. This item shall remain valid only for original contact period; no additional payment shall be made for whatsoever reason even if time extension if provided or date of completion is extended. This office and laboratory including furniture and all other equipment shall be property of contractor after completion of Project.
36
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STRATEGIC MANHOLES
-
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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
-
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0 - 8 MTR
58
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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.
58
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Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank (1KVA)
58
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Providing, installation, testing and commissioning of Online BOD & COD Meter with Transmitter and Sensor complete with all accessories. COD: Measuring Range: 0-500 mg/L, Accuracy: ±2% or 5 mg/L, Resolution: 1 mg/L or better, Measurement Principle: Absorption - Double Beam UV vis with full spectrum scanning, Cleaning: Automatic Self-Cleaning using compressed Air. BOD: Measuring Range: 0-50 mg/L, Accuracy: 1 mg/L, Resolution: 1 mg/L or better, Measurement Principle: Absorption - Double Beam UV vis with full spectrum scanning.
7
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Providing, installation, testing and commissioning of TSS Meter with Transmitter and Sensor Measuring Range: 0-10 mg/L, Accuracy: 3%, Resolution: 0.15 mg/L, Operating Temperature: 0- 40°C, Cleaning: Automatic Self-Cleaning using compressed Air.
7
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Railway Crossing
-
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Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber suddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra)
-
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In all type of soils
-
-
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600 mm dia 12 mm thick casing pipe
300
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Drain Covers
-
-
-
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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.
-
-
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Standard Size 600x800mm (75mm thick) for span 300 to 450mm
70
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Standard Size 1000x800mm (100mm thick) for span 451 to 700mm
70
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Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm
70
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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).
-
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80mm thick
210
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Nallah/ Drain Crossing
-
-
-
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Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to byepass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer.
-
-
-
... More
For Depth upto 1.50 m
240
-
-
... More
For depth above 1.50 m and upto 3.00 m
206
-
-
... More
Repairing of water connections and water lines damaged during laying of sewer lines
-
-
-
... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work :
-
-
-
... More
15 mm nominal bore
9690
-
-
... More
20 mm nominal bore
10690
-
-
... More
Providing, lowering, laying & jointing MDPE/ HDPE pipes (Class-PE 80) PN 12.5 composite pipes for extra length for house service connections as per drawing and specifications complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
... More
With MDPE pipe
-
-
-
... More
20 mm dia service pipe
11680
-
-
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
... More
90 mm dia
160
-
-
... More
110 mm dia
160
-
-
... More
125 mm dia
160
-
-
... More
140 mm dia
160
-
-
... More
160 mm dia
160
-
-
... More
180 mm dia
160
-
-
... More
200 mm dia
160
-
-
... More
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.
-
-
-
... More
80 mm dia
27
-
-
... More
100 mm dia
27
-
-
... More
125 mm dia
27
-
-
... More
150 mm dia
53
-
-
... More
200 mm dia
53
-
-
... More
Providing, lowering, laying, aligning, fixing in position and jointing CI Transition Coupling Joints for making connection between AC pipes and CI/DI pipes to match the outside diameter of following proposed pipe sizes for potable water including all jointing material as per manufacturer's specification, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
... More
80 mm dia
16
-
-
... More
100 mm dia
16
-
-
... More
125 mm dia
16
-
-
... More
150 mm dia
32
-
-
... More
200 mm dia
32
-
-
... More
Providing and maintaining of mobile toilet units having sets of 3 toilet in each unts with wash basin for washing hands etc. maintaining in hygeininc conditions with filling of water and emptying of sewage on day to day basis; Toilet units should have proper steps to get easy access to toilets.
36
-
-
... More
Environmental Monitoring Items: Collection and Analysis
-
-
-
... More
Ambient Air Quality-Monitoring- For parameters – PM-2.5 & PM-10, SO2, NO2, CO from NABL approved laboratory and submission of report complete in all respect.
35
-
-
... More
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.
35
-
-
... More
Surface Water Quality- pH, Turbidity, Total Hardness, DO, BOD, COD, Chloride, Hg, Iron, TDS, TSS, Calcium, Zn, Cr+6, Magnesium, Copper, Manganese, Sulphate, Cyanide, Nitrate, Sodium, Potassium, Fluoride, Cadmium, Arsenic, Lead, Boron, Selenium, Aluminium, Total residual Chlorine.
35
-
-
... More
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.
35
-
-
... More
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.
35
-
-
... More
Rain Water Harvesting Structures
1
-
-
... More
Sprinkling of Water for Dust Suppression during excavation
3000
-
-
... More
Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering.
1
-
-
... More
Miscellaneous Works
-
-
-
... More
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 :
-
-
-
... More
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
46
-
-
... More
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.
-
-
-
... More
Thermo-Mechanically Treated bars.
3658
-
-
... More
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 :
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete.
1260
-
-
... More
Brick work with FPS bricks of class designation 75 in foundation and plinth in:
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
46
-
-
... More
Cement mortar 1:6 (1 cement : 6 coarse sand)
66
-
-
... More
Random rubble masonry with hard stone in foundation and plinth :
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
73
-
-
... More
Cement mortar 1:3 (1 cement : 3 coarse sand)
66
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
-
-
-
... More
1:1:2 (1 Cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix)
66
-
-
... More
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
73
-
-
... More
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
91
-
-
... More
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
-
-
-
... More
Cement mortar 1:6 (1 cement : 6 coarse sand)
49
-
-
... More
Restoration of Culverts, Drains, Compound Wall
-
-
-
... More
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.
-
-
-
... More
In cement mortar 1:3 (1 cement : 3 coarse sand)
210
-
-
... More
In cement mortar 1:4 (1 cement : 4 coarse sand)
251
-
-
... More
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.
-
-
-
... More
In cement mortar 1:3 (1 cement : 3 coarse sand)
177
-
-
... More
In cement mortar 1:4 (1 cement : 4 coarse sand)
188
-
-
... More
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.
170
-
-
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Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.
-
-
-
... More
PCC Grade M -15
312
-
-
... More
RCC Grade M -20
353
-
-
... More
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.
-
-
-
... More
In cement mortar 1:3 (1 cement : 3 coarse sand)
439
-
-
... More
In cement mortar 1:4 (1 cement : 4 coarse sand)
444
-
-
... More
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.
-
-
-
... More
12 mm plaster on brick work
324
-
-
... More
20 mm plaster on stone work
318
-
-
... More
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.
-
-
-
... More
PCC Grade M -20
364
-
-
... More
RCC Grade M -25
337
-
-
... More
Electrical Works
-
-
-
... More
Design, Supply, Installation, Testing & commissioning of Complete Solar panel with following capacity of Solar PV crystalline Module, string inverter, complete set of Galvanized Module Mounting Structure with appropriate analysis of load/wind speed, Remote monitoring system, Require set of Battery Bank, Power Conditioning Unit and complete set of Cables & Other related accessories including conduit, ACDB, lightning arrester and earthing kits ETC, Installation & Commissioning Civil work for structure. LT panel (if required) as per approved drawing for the following location:
-
-
-
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STP 5.0 MLD (200Sqm/16KW)
1
-
-
... More
SPS 6.5 MLD (80Sqm /6.4KW)
1
-
-
... More
Sewage Treatment Plant (STP)
-
-
-
... More
Design, Drawing, Construction, Supply, Installation, testing, Trial run & commissioning of Sewage Treatment Plant (including Faecal Sludge co-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 MPS, Treated Effluent works-construction of TEESR, TESR, Pumping station, disposal of treated effluent etc. as per specification and employer's requirment to achieve performance standard.
-
-
-
... More
5 MLD STP with SBR Process
1
-
-
... More
Sewage Pumping Station (SPS)
-
-
-
... More
Design, construction, execution, testing and commissioning of sewage Pumping Station on Design Buid Operate(DBO) basis including but not limited to all relevant civil (including inlet structure), electrical, mechanical (including Pumps, motor,valves/gates, screen conveyor, EOT/HOT Crane, suction / delivery or any other piping required etc.), instrumentation, SCADA, automization including including electro magnetic flowmetre, and Stores etc. along with ancillary civil works as required for campus including plantation, excluding boundary wall etc. as defined in employer's Requirement & scope of work for the capacity of :
-
-
-
... More
6.5 MLD SPS
1
-
-
... More
DI Pumping Main
-
-
-
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
-
-
-
... More
500 mm dia
1000
-
-
... More
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- 985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
... More
Specials S&S DI K-12
-
-
-
... More
Above 300mm dia and upto 600mm dia
2036
-
-
... More
Specials flanged DI K-12
-
-
-
... More
Above 300mm dia and upto 600mm dia
1018
-
-
... More
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 80 kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
-
-
-
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For Sluice Valves
-
-
-
... More
140cm x 140cm x 220 cm for 350 mm dia valve
2
-
-
... More
For Air Valves
-
-
-
... More
200cm x 160cm x 200cm (depth) for 100 mm dia valve
2
-
-
... More
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. (Category "A")
-
-
-
... More
Manually operated class PN 1.6
-
-
-
... More
350 mm dia
1
-
-
... More
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. Category "A"
-
-
-
... More
100 mm dia
1
-
-
... More
Thrust Block
-
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
-
-
-
... More
1:1:2 (1 Cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix
150
-
-
... More
"Operation and Maintenance"
-
-
-
... More
Waste Water
-
-
-
... More
From commssioning to completion of design build period
-
-
-
... More
Operation & maintenance Cost of STP:
Operation and maintenance of Sewage Treatment plant from commssioning to completion of design build period of capacity 5.0 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.
550
-
-
... More
Operation & maintenance Cost of SPS: Operation and maintenance of Sewage Pumping Station (6.5 MLD) 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.
1190
-
-
... More
After completion of Design Build Period
-
-
-
... More
House Sewer Connection during O&M Peiord
-
-
-
... More
O&M of STP
-
-
-
... More
Operation & maintenance Cost of STP:
Operation and maintenance of Sewage Treatment plant of capacity 5.0 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 fir campus development, administrative building, laboratory, horticulture, etc. and all works related to plant operation as per scope of wok and specification and performance standard.
18250
-
-
... More
O&M of SPS
-
-
-
... More
Operation & maintenance Cost of SPS: O&M Cost including replacement obligations Spare parts, tools and tackles Manpower, repair & maintainence of Civil works, Electromechanical, Instrumentation SCADA and automation works and pumping main related to plant operation as per scope of works and specifications and performance standards including all other cost related to operation and maintainence of SPS facility but excluding energy Consumption. (SPS 6.5 MLD)
23730
-
-
... More
Provision of Provisional sum to be used as tender document (fixed) : INR 6,22,95,652. Bidder should fill amount INR 6,22,95,652.
1
-
-
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