Ajmer Smart City Limited Tender
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Costs
EMD
₹ 4,90,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
2018_ASCL_119375_1Tender No
NIT-17/ASCL/IP-6-9/ IP-7-2/18-19/928 (6)Tender Authority
Ajmer Smart City Limited ViewPurchaser Address
-Website
http://https://smartnet.niua.org/users/ajmer-smart-city-limited
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Documents
BOQ Items
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Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, 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, stacking serviceable and unserviceable materials separately as per MoRT&H specification clause 202.
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802
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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 drawing (measurment for payment to be as per standard drawings), rehandling of material / earth to complete the task. In all types soils / saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc.
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Upto Depth upto 1.50 m
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197
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For over all depth of excavation above 1.50 m and upto 3.00 m
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211
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Ordinary Rock
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Upto Depth upto 1.50 m
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388
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For over all depth of excavation above 1.50 m and upto 3.00 m
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415
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Hard Rock (Blasting prohibited)
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-
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Upto Depth upto 1.50 m
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826
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For over all depth of excavation above 1.50 m and upto 3.00 m
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884
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Add extra over item no 1.01, 1.06 and 1.11 RUIDP SOR 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. In all types soils such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc.
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0.0 and upto 1.50 m
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39.5
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1.50 and upto 3.00 m
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79
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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, 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 ID
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577
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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 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. 200 mm internal diameter 200 mm internal diameter
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562
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Add extra for manufacturing of RCC pipe with Sulphate Resistant
Cement instead of OPC/PPC cement NP3 and NP4 Pipes 200 mm internal diameter
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12
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Providing, lowering & laying in trenches, aligning & jointing of IS marked SW pipes (IS: 651:1980 amended up date) at all depths with rubber gaskets (EPDM/ SBR) for sewer lines and laying as per IS:4127:1983 (amended up to date) including cost of Rubber gaskets, lubricants and sectional hydro testing of the sewer pipe line (including the cost and conveyance of water to site for testing) complete in all respect as per specification and the directed of the Engineer. Note : E/w to be measured and paid separately.
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100 mm Nominal Dia
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248
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150 mm Nominal Dia
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437
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Providing and laying plain cement concrete M15 grade (using mechanical concrete mixer) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for all type of pipes of following sizes, including compaction, curing, form work, etc complete as per drawing and/ or as directed by Engineer.
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200 mm internal diameter
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270
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250 mm internal diameter
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313
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Providing and laying reinforced cement concrete M15 grade (using mechanical concrete mixer) with 0.4% steel reinforcement) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for all type of pipes of following sizes, including reinforcement, compaction, curing, form work, etc complete as per drawing and/ or as directed by Engineer. 200 mm internal diameter
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377
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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. ote:- Excavation of earth work and road cutting for manhole will be measured and paid separately. Manhole "Type-A" of depth 0.90 m
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12500
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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.
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6430
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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. Manhole "Type-B" of depth 1.70 m
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23500
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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.
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9020
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Providing, grannular bedding having width=outer dia of pipe(Bc)+500mm thickness, below pipe=.25Bc or 100mm(whichever is higher) and haunching =.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sieve ,20 to 50 % passing through 10mm shieve and 100% retain on 6.3mm shieve,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 200 mm ID
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133
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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 conical piece 0.69m top dia, 1.0m bottom dia, 0.72m total height (0.431m cone height), 125mm wall thickness with inbuilt manhole cover frame on top and circular ring on bottom, required no of pre-cast RCC M-40 grade circular ring of dia 1.0m, height 300/ 225/ 150mm and wall thickness 125mm including concreting PCC M-10 grade (1:4:8) for 150mm thick, 1.2m dia foundation, PCC M20 for 1.1m dia 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) complete in all respect including shuttering, reinforcement steel, testing for water tightness and fixing ferro-cement foot steps complete in all respect (including the cost of manhole cover and frame) as per specification and the direction of the Engineer. (Note :- Excavation of earth work and road cutting for manhole will be measured nd paid separately.) Precast RCC M-40 grade circular manholes 0.72 m deep to invert with Precast conical piece, 1 No. Precast circular ring, Cast-in situ PCC -10 grade foundation, PCC M-15 grade benching and channel portion.
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12200
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Providing and fixing pre-cast RCC M-40 grade circular ring of dia 1.0m, height 300/225/150mm for constructing extra depth of manhole for depth beyond 0.72m as per drawing and direction of Engineer.
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3580
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Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.20m and up to specified depth having pre-cast RCC M-40 grade conical piece 0.69m top dia, 1.2m bottom dia, 0.92m total height (0.631m cone height), 125mm wall thickness with inbuilt manhole cover frame on top and circular ring on bottom, required no of pre-cast RCC M-40 grade circular ring of dia 1.2m, height 300/ 225/ 150mm and wall thickness 125mm including concreting PCC M-10 grade (1:4:8) for 150mm thick, 1.4m dia foundation, PCC M20 for 1.3m dia 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) complete in all respect including shuttering, reinforcement steel, testing for water tightness and fixing ferro-cement foot steps complete in all respect (including the cost of manhole cover and frame) 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) Precast RCC M-40 grade circular manholes 0.72 m deep to invert with Precast conical piece, 1 No. Precast circular ring, Cast-in situ PCC -10 grade foundation, PCC M-15 grade benching and channel portion.
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15300
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Providing and fixing pre-cast RCC M-40 grade circular ring of dia 1.2m, height 300/225/150mm for constructing extra depth of manhole for depth beyond 0.92m as per drawing and direction of Engineer.
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6910
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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. Depth upto 3.0 m
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122
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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. 200 mm diameter
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133
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Providing and fixing Barricading at site of work for restricting the general public using 80-100 mm dia Wooden Ballies 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 80-100 mm Wooden Ballies as horizontal members with jute russies. Both vertical and horizontal members 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 holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis)
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84
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Providing Barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. Two rows of PVC Tape (preferabley red in colour) strip barricading horizontal strip securely tied by the vertical members. Vertical members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect.
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96.5
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Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in red and white stripes as per the specifications and directions of the Engineer Incharge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect.
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101
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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 and commissioning etc complete as directed by Engineer.
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110 mm dia
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244
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160 mm dia
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510
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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), 600mm depth and 750mm dia base foundation
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4520
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Pre-cast Road side inspection chamber of 450mm dia (internal), 900mm depth and 750mm dia base foundation
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5630
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Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory 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 - II Material
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965
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Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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1360
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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. With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total
mix)
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4730
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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. 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)
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6810
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Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 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 under sewer line and manhole work.
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8.5
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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 @ 0.75 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
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20
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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4280
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Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth
level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size).
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3750
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Centring and shuttering with plywood or steel sheet upto two stories
or height upto 7.5 metre above plinth level including strutting,
propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth
and string courses etc.
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240
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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4770
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Carriage of Materials by mechanical transport including loading, unloading and stacking : Stone, boulders, gravelly material (Excavated during road dismentaling)
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-
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Upto 5.0 Km. Stone, boulders, gravelly material
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156
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Carriage of Materials by mechanical transport including loading, unloading and stacking Upto 0.5 Km. Earth.
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136
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Construction of brick masonry cylindrical road side inspection chamber of 450mm dia (internal) with 230mm thick wall of brick masonry (75 class designation brick) in cement mortar 1:4 (1 cement : 4 coarse sand), wall 230mm thick, filling of Jhiri, 20mm thick inside and outside plastering with CM (1:3), inside plaster finished with neat coat of cement, with 100 mm thick PCC M10 in foundation, 75mm thick PCC M15 flooring, precast SFRC/RCC circular 450mm dia MD manhole frame and cover embedded in 200mm thick PCC M20 grade concrete, including providing and fixing 2 Nos 110mm OD, 0.5m long uPVC pipe pieces of stiffness class SN 8 as per IS
15328 and plugging the same etc complete as per approved drawing
and/or directed by Engineer. Note: Excavation of earth work and road cutting will be measured and paid separately
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-
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BM Road side inspection chamber of 450mm depth
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4560
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BM Road side inspection chamber of 600mm depth
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5040
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BM Road side inspection chamber of 900mm depth
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5980
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Providing and fixing in position precast R.C.C. manhole cover and
frame of required shape and approved quality M D - 10 Circular shape 500mm internal diameter
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1610
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Reinforcement for R.C.C. work at all levels including straightening,
cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.
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51.5
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Providing and making connection to the manhole/ road side chamber/ property chamber by cutting hole in wall, making good the same with brick work /stonemasonry work in cement mortar 1:4, plaster in cement mortar 1:3, encasement of pipe at manhole with 75mm thick M15 grade concrete etc complete as directed by Engineer.
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707
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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. HD 20
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2400
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Supplying & fixing 560mm dia SFRC manhole cover as per IS : 12592-2002 in existing manholes frame complete in all respect as directed by the Engineer. HD 20
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1270
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Cleaning and Flow Test of RCC/SW pipes already laid but not
commissioned (including cost and conveyance of water to site)
complete in all respect as per direction of Engineer-In-Charge.
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-
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200 mm dia
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41
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250 mm dia
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43.5
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300 mm dia
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48.5
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House sewer connection work inside plot boundary and upto connecting the street sewer chamber outside plot boundary including dismantling exacavation laying of 110 mm dia pvc u pipe for connecting the kitchen and all toilets of the house required specials such as gully trap, master trap masnory / cc chambers with cover, plastering etc complete at turns, with bedding testing site clearance complete for following (cost of chamber outside plot boundary not included ).specials which are used like door bend, joints, coupler including repairinng etc
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-
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upto 3 meter pipe length
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3240
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03 to 06 meter pipe length
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4470
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06 to 10 meter pipe lengh
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5905
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10 to 15 meter pipe length
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7750
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