Rajasthan Urban Infrastructure Development Program Tender
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Costs
EMD
₹ 1,40,00,000Document Cost
₹ 10,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_RUIDP_267412_1Bid Award Id
ViewTender No
RSTDSP/NKH/01Tender Authority
Rajasthan Urban Infrastructure Development Program ViewPurchaser Address
-Website
http://http://urbanslbruidp.rajasthan.gov.in/
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Documents
BOQ Items
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In Hard Soil
15
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Service improvement Plan (SIP)
1
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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.
5
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Provision for installation of 8 slot CCTV system with night vision cameras including display and online monitoring on PC and mobile complete.
2
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Provision for online monitoring of the blockage of main / outfall sewer strategic locations, chambers with respect to raising of level above specified height above invert level and with installation of integrated GSM modem specified to send messages of manhole over flow to client, operator and master control center.
60
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Part B: Sewerage Works
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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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upto 1.5 m deep
32500
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For over all depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1
14700
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For over all depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1
2800
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Add extra over item no 17.1.1, 17.1.2, 17.1.3 and 17.1.4 in 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.
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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
80
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Excavation from Encountered depth of water table 1.5 to 3.0 m
40
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Excavation from Encountered depth of water table 3.0 to 4.5 m
10
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Timbering
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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
24800
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Depth more than 3.0 m and upto 6.0 m
3900
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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)
290
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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
20930
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Depth more than 3.0 m and upto 6.0 m
100
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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)
210
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Carriage by mechanical transport including loading, unloading and stacking :
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Earth
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lead up to 2 Km
7420
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lead up to 5 Km
4945
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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 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)
162637
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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 preferably 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)
159277
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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.
775
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Pipes (Supply & Laying)
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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.
Note : E/w to be measured and paid separately
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600 mm internal diameter
940
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900 mm internal diameter
6750
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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 sieve, 20 to 50 % passing through 10mm sieve and 100 % retain on 6.3mm sieve, 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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600 mm diameter
920
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900 mm diameter
6680
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Construction of Manholes
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Providing and constructing of SEWER-BRICK masonry circular manholes of "Type-B" with internal dia 1.20m and depth upto 2.50m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. Manhole "Type-B" of depth 1.70 m
14
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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 SEWER-BRICK masonary including 20mm plaster inside and outside as per drawing and direction of Engineer.
10
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Providing and constructing of SEWER-BRICK masonry circular manholes of "Type-C" with internal dia 1.50m and depth upto 5.0m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m and 460mm from 2.50 to 5.0m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. Manhole "Type-C" of depth 2.60 m each
12
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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 SEWER-BRICK masonary including 20mm plaster inside and outside as per drawing and direction of Engineer.
10
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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.
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.
128
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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.
112
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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.
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.
110
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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.
210
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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
7
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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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300 mm dia
147802
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450 mm dia
6172
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600 mm dia
13643
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900 mm dia
10032
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1200 mm dia
776
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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). In all type of soils
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600 mm dia 12 mm thick casing pipe
30
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Faecal Sludge Managmement (FSM)
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Desludging of septage from household pits/ septic tank, transportation to STP, Disosal to designated unit in STP including operate and maintenance of the equipment with all accessories complete in all respect over the O&M period
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by 4000 lit truck
480
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Supply, Trial run and commissioning of Truck mounted Desludging Equipment with all accessories, as per technical specification.
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4000 lit. capacity
1
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Pumping Main from SPS to Ex. 900 mm dia
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Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
2056
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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. 200 mm
2616
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Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths DI K-12 standard specials with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. up to 300 mm
2700
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Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 200 mm dia
1
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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. 200 mm dia
4
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THRUST BLOCKS (4 Nos.)
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2
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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
143
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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 : Foundations, footings, bases of columns, etc. for mass concrete.
10
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Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks
1
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Sewage Pumping Station
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Design, construction, execution, testing, Trial run and commissioning of Sewage Pumping Station including but not limited to all relevant civil, electrical, mechanical, instrumentation, SCADA, automization etc. along with ancillary works required for campus development, etc. as per specification and employer's requirement to achieve performance indicators of 4 MLD capacity Near Stadium (Zone-2)
1
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Sewage Treatment Plant
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Design , Drawing , Construction, Supply, Installation, testing, Trial run & commissioning of Sewage Treatment Plant ( including Co treatment units required for Faecal Sludge treatment ) based on SBR technology. It includes but not limited to all civil, mechanical,electrical, instrumentation, automization and SCADA, campus development , drinking water facility, sanitation, etc and all relevant work to complete the work as per scope of work & specifications including Treated Effluent works-construction of TEESR, TESR, Pumping station etc. as per specification and employer's requirement to achieve performance indicator.
-
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7 MLD STP-1 with SBR Process
1
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5 MLD STP-2 with SBR Process
1
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Effluent Reuse System
-
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Effluent Pumping Station
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Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.
20
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Supply and installation of Centrifugal pump Motor set of following duties.
14 lps, 36 m head, 11 HP pump sets - 3 Nos
3
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Providing, installation, testing and commissioning of LT MCC with panels housing motor starters relays, MCB/MCCBs, bus-bar for all pump sets including all internal cabling and cable/bus-bar from switchyard, up to panels, etc, complete in all respect as per the scope of work & specifications .
36
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Providing, installation, testing and commissioning of capacitor control panels, housing power factor control system panel/capacitors (APFC Panel), other accessories including all internal cabling and cable/bus-bar from switchyard, up to panels, etc, complete in all respect as per the scope of work & specifications.
36
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Providing, installation, testing and commissioning of Variable Frequency Drives, for each pump-set, complete in all respect as per the scope of work & specifications.
36
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Providing, installation, testing and commissioning of soft starters, for each pump-set, complete in all respect as per the scope of work & specifications.
36
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Effluent Reuse distribution
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Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
3750
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Providing, lowering, laying, aligning, fixingin position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN 6 for sewer application as per IS 14333-1996 (amended upto date) in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
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200 mm Nominal dia
10000
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250 mm Nominal dia
10000
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Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
-
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200 mm Nominal dia
13
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250 mm Nominal dia
13
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Procurement of Sewer Jetting Machine
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Supply and Delivery of vehicle mounted sewer suction cum jetting machines of 4000 litre capacity.
1
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Part C: Water Supply Works
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Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
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All kind of Soil
117502
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Carriage of Materials by mechanical transport including loading, unloading and stacking :
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Earth
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1 km
1969
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2 km
755
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3 km
394
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4 km
164
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Stone, boulders, gravelly material
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1 km
15421
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2 km
6082
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3 km
3173
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4 km
1322
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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
3565
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Granular Course
33152
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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), re-handling of material/earth to complete the task.
1060
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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.
-
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150 mm dia pipe
6362
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200 mm dia pipe
4661
-
-
... More
250 mm dia pipe
3405
-
-
... More
350 mm dia pipe
927
-
-
... More
400 mm dia pipe
2485
-
-
... More
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
... More
350 mm dia pipe
510
-
-
... More
Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches complete with all accessories like Bend, Tee, Reducer, Stub end, End cap etc including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
... More
75 mm dia
76989
-
-
... More
90 mm dia
105983
-
-
... More
110 mm dia
75452
-
-
... More
125 mm dia
17540
-
-
... More
140 mm dia
8762
-
-
... More
160 mm dia
3879
-
-
... More
180 mm dia
3265
-
-
... More
200 mm dia
957
-
-
... More
225 mm dia
941
-
-
... More
250 mm dia
1654
-
-
... More
280 mm dia
16
-
-
... More
315 mm dia
167
-
-
... 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: 5382-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including
all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately
-
-
-
... More
Specials S&S DI K-12 (Transmission)
-
-
-
... More
Upto 300 mm dia
8580
-
-
... More
Above 300 mm dia and upto 600 mm dia
5810
-
-
... 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: 5382-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
Specials flanged DI K-12
-
-
-
... More
Specials flanged DI K-12 ( Transmission)
-
-
-
... More
Upto 300 mm
2860
-
-
... More
Above 300 mm dia and upto 600mm dia
1937
-
-
... 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" Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd.)
-
-
-
... More
50 mm dia
8
-
-
... More
80 mm dia
7
-
-
... More
100 mm dia
34
-
-
... More
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia. complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer. Electrically Operated & SCADA Compatible (PN 1.6 class)
-
-
-
... More
150mm dia
2
-
-
... More
200mm dia
3
-
-
... More
250mm dia
2
-
-
... More
400mm dia
1
-
-
... 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. Manually operated class PN 1.0
-
-
-
... More
80 mm dia
8
-
-
... More
150 mm dia
7
-
-
... More
200 mm dia
13
-
-
... More
250 mm dia
3
-
-
... More
300 mm dia
2
-
-
... More
350 mm dia
4
-
-
... More
400 mm dia
1
-
-
... 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. Manually operated class PN 1.0
-
-
-
... More
80 mm dia
1
-
-
... More
100mm dia
24
-
-
... More
125 mm dia
1
-
-
... More
150mm dia
9
-
-
... More
200 mm dia
12
-
-
... More
250 mm dia
2
-
-
... More
300 mm dia
1
-
-
... More
350 mm dia
1
-
-
... 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.
.
Manually operated class PN 1.0
-
-
-
... More
80 mm dia
61
-
-
... More
100 mm dia
46
-
-
... More
125 mm dia
13
-
-
... More
150 mm dia
5
-
-
... More
200 mm dia
2
-
-
... More
300 mm dia
1
-
-
... 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. Electrically Operated & SCADA Compatible class PN 1.0
-
-
-
... More
80 mm dia
6
-
-
... More
150 mm dia
14
-
-
... More
200 mm dia
15
-
-
... More
250 mm dia
2
-
-
... More
300 mm dia
4
-
-
... More
350 mm dia
1
-
-
... More
Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
... More
80 mm dia PN-1.0
61
-
-
... More
100 mm dia PN-1.0
48
-
-
... More
125 mm dia PN-1.0
13
-
-
... More
150 mm dia PN-1.0
11
-
-
... More
200 mm dia PN-1.0
20
-
-
... More
250 mm dia PN-1.0
13
-
-
... More
300 mm dia PN-1.0
7
-
-
... More
400mm dia PN-1.0
4
-
-
... More
Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class "B" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer. at DMA INLET
-
-
-
... More
BFM100 for DN 100mm
3
-
-
... More
BFM150 for DN 150 m
5
-
-
... More
BFM200 for DN 200 mm
9
-
-
... More
BFM250 for DN 250 mm
1
-
-
... 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 levelling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
-
-
-
... More
For Sluice Valves ( Distribution )
-
-
-
... More
120 cm x 120 cm x 170 cm (depth) for 80/100/125/150 mm dia valve
125
-
-
... More
130 cm x 130 cm x 180 cm (depth) for 200/250 mm dia valve
2
-
-
... More
130 cm x 130 cm x 200 cm (depth) for 300 mm dia valve
1
-
-
... More
For EMFs & Bulk flow meter
-
-
-
... More
100 cm x 110 cm x 165 cm (depth) for 80/100 mm dia valve
3
-
-
... More
110 cm x 120 cm x 175 cm (depth) for 125/150/200 mm dia valve
15
-
-
... More
For Sluice Valve (Transmission)
-
-
-
... More
120 cm x 120 cm x 170 cm (depth) for 80/100/125/150 mm dia valve
15
-
-
... More
130 cm x 130 cm x 180 cm (depth) for 200/250 mm dia valve
16
-
-
... More
130 cm x 130 cm x 200 cm (depth) for 300 mm dia valve
2
-
-
... More
130 cm x 130 cm x 200 cm (depth) for 350 mm dia valve
4
-
-
... More
160 cm x 140 cm x 220 cm (depth) for 400 mm dia valve
1
-
-
... More
For Air valve
-
-
-
... More
160 cm x 130 cm x 160 cm (depth) for 50 mm dia valve
2
-
-
... More
190 cm x 150 cm x 200 cm (depth) for 80 mm dia valve
2
-
-
... More
200 cm x 160 cm x 200 cm (depth) for 100 mm dia valve
2
-
-
... More
Providing and fixing single headed hydrant valves with flanged inlet ISI marked with 63 mm female instantaneous outlet of gun metal complete with blank cap and chain conforming to IS : 5290
9
-
-
... More
House Service Connection
-
-
-
... More
Providing and making house service connections from water supply distribution HDPE pipe line upto water meter chamber inside the property using HDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
... More
20 mm Diameter HDPE below the ground & 15 mm GI pipe class B above the ground
13510
-
-
... More
25 mm Diameter HDPE below the ground & 20 mm GI pipe class B above the ground
430
-
-
... More
32 mm Diameter HDPE below the ground & 25 mm GI pipe class B above the ground
290
-
-
... 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
HDPE pipe
-
-
-
... More
20 mm dia service pipe
67550
-
-
... More
25 mm dia service pipe
2150
-
-
... More
32 mm dia service pipe
1450
-
-
... More
Supply, fixing, testing and commissioning of Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 / EEC/ MDIL with end coupling as per relevant technical specification and the direction of the Engineer
-
-
-
... More
15 mm size
13510
-
-
... More
20 mm size
430
-
-
... More
25 mm size
290
-
-
... More
Supplying and Fixing water METER BOX- with Weather resistant PE/ GRP box, press fitted Lid fixing & locking and locked with built-in or external lock.
14230
-
-
... More
CWR
-
-
-
... More
Construction of RCC (Flat slab type)/RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: -
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .
b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.
c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.
d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the roof Slab.
g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).
i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.
k) Providing and fixing of 150mm wide water bar for the construction joints in the container.
l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.
m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
... More
Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4
-
-
-
... More
Construction of Clear Water Reservoir at AE Campus 150 KL
150
-
-
... More
Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: -
-
-
-
... More
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .
b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.
c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.
d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the roof Slab.
g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.
-
-
-
... More
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).
i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.
k) Providing and fixing of 150mm wide water bar for the construction joints in the container.
l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.
m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
... More
Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3.
-
-
-
... More
Construction of Clear Water Reservoir at Ranarao HW 500 KL
500
-
-
... More
Construction of Clear Water Reservoir at Raisar HW 1100 KL
1100
-
-
... More
Pump House and Scada and control centre buildings
-
-
-
... More
Design, Construction, Execution, Testing and commissioning of Pump House building with structures required for suction manifold including providing pump floor area; switch-gear or panel area; control room; maintenance bay/ loading – unloading bay; Duty room, office area, lavatories, DG power generation shed, foundations for pumps, support structures for delivery pipes/valves, cable trenches, thurst blocks, pedestals, valve chambers, cable trenches, parking area, water supply, sanitary, lighting systems, septic tanks, and all finishing work to complete the building, and all other such structures fulfilling the functional requirements, as per the given scope of work and specifications given in the Bid document.
-
-
-
... More
AEN office
92
-
-
... More
Ranarao
216
-
-
... More
Tejmandir
120
-
-
... More
Raisar
136
-
-
... More
Bagdi
87
-
-
... More
Construction of Boundary wall for Existing and New CWRs Campus as per drawing and specifications
1420
-
-
... More
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. for Gates at Existing and New CWRs Campus
1000
-
-
... More
Part D-Road Restoration
-
-
-
... More
Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
Grading - II Material
19548
-
-
... More
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.
13367
-
-
... More
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.
84400
-
-
... More
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 mat+C263erial, labour, machinery, lighting, guarding and maintenance of diversion.
84400
-
-
... More
Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500- 15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including cost of anti-stripping compound wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.
35-40 mm compacted thickness (Grade-1) using Bitumen VG-grade 30 @ 4.5% (percent by weight of total mix)
512
-
-
... More
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
With Bitumen VG-grade 30
71610
-
-
... More
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 and maintenance of diversion.With Bitumen VG-grade 30
71610
-
-
... More
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 concrete mixer, laid manualy, compacted 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.
1195
-
-
... More
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.
120
-
-
... More
Providing and laying un-reinforced, dowel jointed, plain cement concrete 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, replacing cement by fly ash to the extent of 15% and sand by 10%, 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, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete including all material, labour, machinery, lighting, guarding and maintenance of diversion for Campus Development
200
-
-
... More
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)
6330
-
-
... More
Part E: Mechanical Works
-
-
-
... More
Pumps
-
-
-
... More
Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling
guard, common base plate, foundation bolts etc. complete with all respect of the following duty conditions and suitable for prescribed duty conditions mentioned in TD.These Power rating and duty conditions are indicative and shall be as per approved control philosophy
-
-
-
... More
For Nokha Town at Raisar HW
-
-
-
... More
a)Discharge - 60.5 LPS (2+1) Head - 31 M
3
-
-
... More
For Zone 3 Navali gate at Aen office HW
-
-
-
... More
a)Discharge - 28 LPS (1+1) Head - 28 M
2
-
-
... More
For Zone 1 Bhaton Ki Basti at Aen office HW
-
-
-
... More
a)Discharge - 26 LPS (1+1) Head - 31 M
2
-
-
... More
For Zone 8 and 10 Jorawarpura and Mohanpura at Raisar Campus
-
-
-
... More
a)Discharge - 36 LPS (1+1) Head - 37 M
2
-
-
... More
Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, duty conditions and suitable for prescribed duty conditions mentioned in TD.These Power rating and duty conditions are indicative and shall be as per approved control philosophy
-
-
-
... More
7.5 KW (10 HP)
-
-
-
... More
For Zone 6 Dwarka OHSR at ranarao HW
-
-
-
... More
a)Discharge - 6 LPS (1+1) Head - 48 M
2
-
-
... More
5.5 KW (7.5 HP)
-
-
-
... More
For Zone 2 Tirupati OHSR at Raisar HW
-
-
-
... More
a)Discharge - 6 LPS (1+1) Head - 30 M
2
-
-
... More
Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of end suction monoblock pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, suitablefor submergence upto 5 Mtr. complete with all respect of the following power rating, duty conditions and suitable for prescribed duty conditions mentioned in TD.These Power rating and duty conditions are indicative and shall be as per approved control philosophy
-
-
-
... More
Discharge 27 lps, head 35 mtr and power 15 kW for Zone -4 Ranarao at Ranarao HW
4
-
-
... More
Discharge 13 lps, head 35 mtr and power 7.5 kW for Zone -4 Ranarao at Ranarao HW
2
-
-
... More
Discharge 10 lps, head 35 mtr and power 11 kW for Zone -5 Ranarao at Ranarao HW
4
-
-
... More
Discharge 5 lps, head 35 mtr and power 7.5 kW for Zone -5 Ranarao at Ranarao HW
2
-
-
... More
Discharge 9 lps, head 35 mtr and power 11 kW for Zone -7 Tejamandir at Tejamandir HW
4
-
-
... More
Discharge 5 lps, head 35 mtr and power 7.5 kW for Zone -7 Tejamandir at Tejamandir HW
2
-
-
... More
Discharge 21 lps, head 35 mtr and power 11 kW for Zone -11 Raisar at Raisar HW
4
-
-
... More
Discharge 10 lps, head 35 mtr and power 7.5 kW for Zone -11 Raisar at Raisar HW
2
-
-
... More
Discharge 23 lps, head 35 mtr and power 11 kW for Zone -9 Bagadir at Bagadi HW
4
-
-
... More
Discharge 11 lps, head 35 mtr and power 7.5 kW for Zone -9 Bagadir at Bagadi HW
2
-
-
... More
Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
-
-
-
... More
MS pipe specials upto 600 mm dia (with minimum 5 mm thickness sheet)
7511
-
-
... More
Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
-
-
-
... More
MS pipe upto 600 mm dia (with minimum 5 mm thickness sheet) (Suction Header pipe )
5675
-
-
... More
Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.0 rating 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.
-
-
-
... More
80 mm dia
10
-
-
... More
100 mm dia
22
-
-
... More
150 mm dia
4
-
-
... More
200 mm dia
2
-
-
... More
300 mm dia.
3
-
-
... More
Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT). Main girder & End Carriage fabricated from Rolled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.
-
-
-
... More
2 MT Capacity, Span 7 m and Lift 6 m (At all HW)
4
-
-
... More
5 MT capacity, Span 9 m and Lift 6 m (at Raisar)
1
-
-
... More
Supplying, erecting, testing & commissioning of Hand operated Travelling Crane (HOT) (single bridge girder carrying two wheels ,complete with chain pulley block, load chain of welded construction of alloy steel as per IS:2429, hand chains for hoisting & traverse mechanism, totally encased Gears, trolley, trolley track wheels. Axle & shaft, swivel type lifting hook as per IS:3815, lock to prevent hook from swivelling, brakes for lifting gear, suitable for the above parameters and as per the direction of the Engineer.
-
-
-
... More
2 MT Capacity, Span 3 m and Lift 3 m at Each Pump House for Chlorine toner (Except Teja Mandir)
4
-
-
... More
Providing,installation, testing and commissioning of vacuum Feed Gas Chlorinator with all accessories and making connection with existing pipeline required including supply & installation of trunnion roller support, auxiliary container valve, flexible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM 'Y' type strainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity complete in all respect as per specification and the direction of the Engineer
-
-
-
... More
2 kg/hr capacity at Each Pump House
4
-
-
... More
Supply of Chlorine Safety Equipment set comprising of the items Chlorine leak detector with two sensors, self contained compressed air breathing apparatus, safety shower with eye wash, emergency tonner repair kit, protective clothing such as PVC overall, gloves and rubber boots; complete as per detailed specifications & the directed of the Engineer
at Each Pump House
4
-
-
... More
Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer
2 set at Each Pump House
8
-
-
... More
Supply, Install, Test & Commissioning of Drain pump 10 m3/hr at 15 MWC including cost of footvalve, GI pipes and fittings etc.for draining out of water.
-
-
-
... More
Discharge 2.77 lps,15 m head
8
-
-
... More
Part F : Electrical Works
-
-
-
... More
Electrical Works (at proposed New CWPS and refurbishment works as per site requirment)
-
-
-
... More
Supply ,Installation, Testing and Commissioning of 11 KV Ring Main unit (1 No. of LBS at Incomer and 2 Nos. of VCBs at Outgoing) as per technical requirements and complete in all respect at the following locations
-
-
-
... More
Raisar HW CLEAR WATER PUMP HOUSE
1
-
-
... More
AEN Campus HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Ranarao HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Bagadi HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Teja mandir HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Supply, Installation, Testing & Commissioning of 11/0.433KV, ONAN, transformer with OCTC (±10%, taps at 2.5%) at the following Locations
-
-
-
... More
Raisar HW CLEAR WATER PUMP HOUSE
2
-
-
... More
AEN Campus HW CLEAR WATER PUMP HOUSE
2
-
-
... More
Ranarao HW CLEAR WATER PUMP HOUSE
2
-
-
... More
Bagadi HW CLEAR WATER PUMP HOUSE
2
-
-
... More
Teja mandir HW CLEAR WATER PUMP HOUSE
2
-
-
... More
Providing, laying, testing & commissioning of Complete cabling system with HV cables including termination Kits as required, GI cable trays, route marker, steel structure for cable trench, MS pipes and all required accessories at the following locations
-
-
-
... More
Raisar HW CLEAR WATER PUMP HOUSE
1
-
-
... More
AEN Campus HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Ranarao HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Bagadi HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Teja mandir HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Providing, laying, testing & commissioning of Complete cabling system with LV power & control cables including termination Kits as required, GI cable trays, route marker, steel structure for cable trench, MS pipes and all required accessories at the following locations
-
-
-
... More
Raisar HW CLEAR WATER PUMP HOUSE
1
-
-
... More
AEN Campus HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Ranarao HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Bagadi HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Teja mandir HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Supply, Installation, Testing and Commissioning of LV switchboard complete with all required accessories as per approved SLD at the following locations
-
-
-
... More
Raisar HW CLEAR WATER PUMP HOUSE
1
-
-
... More
AEN Campus HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Ranarao HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Bagadi HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Teja mandir HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Providing, laying, testing & commissioning of DG Set including AMF complete with Required RPM Diesel Engine of suitable BHP as per approved drawings for the following Locations as per complete respect.
-
-
-
... More
Raisar HW CLEAR WATER PUMP HOUSE
1
-
-
... More
AEN Campus HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Ranarao HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Bagadi HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Teja mandir HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Supply Installation Testing & commissioning of Local Push button Stations complete to the following locations
-
-
-
... More
Raisar HW CLEAR WATER PUMP HOUSE
1
-
-
... More
AEN Campus HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Ranarao HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Bagadi HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Teja mandir HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Supply, Installation, Testing & commissioning of Complete earthing & lightning protection system including earth electrode, earth strip, wires, flats, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories at the following locations
-
-
-
... More
Raisar HW CLEAR WATER PUMP HOUSE
1
-
-
... More
AEN Campus HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Ranarao HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Bagadi HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Teja mandir HW CLEAR WATER PUMP HOUSE
1
-
-
... 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 locations
-
-
-
... More
Raisar HW CLEAR WATER PUMP HOUSE
1
-
-
... More
AEN Campus HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Ranarao HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Bagadi HW CLEAR WATER PUMP HOUSE
1
-
-
... More
Teja mandir HW CLEAR WATER PUMP HOUSE
1
-
-
... More
STP- 7 MLD
1
-
-
... More
STP-5 MLD
1
-
-
... More
SPS- 4 MLD
1
-
-
... More
Part G: Instrumentation & SCADA
-
-
-
... More
Instrumentation
-
-
-
... More
Providing, Installation, Testing and Commissioning of MAGNETIC FLOW METER for Water Application: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%
-
-
-
... More
100 mm dia
6
-
-
... More
150 mm dia
2
-
-
... More
200 mm dia
4
-
-
... More
250 mm dia
2
-
-
... More
300 mm dia
5
-
-
... More
350 mm dia
2
-
-
... More
400 mm dia
1
-
-
... More
Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material:
-
-
-
... More
Die cast aluminum
41
-
-
... More
Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material of sensor and other wetted parts: SS type 316, Housing: Die cast aluminum, Switch type: Microswitch, Repeatability: ± 1% of span, Switch Contacts: 2 NO + 2 NC
41
-
-
... More
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
-
-
-
... More
0 - 5 MTR
15
-
-
... More
Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67
-
-
-
... More
1/2" M (NPT) ( 51 no for Pumps,54 no for distribution DMAs)
105
-
-
... More
Providing, Installation, Testing and Commissioning of pH ANALYSER for Water Application : Transmitter : Range: 0-14 pH, Power Supply 230 VAC, Input: One Digital Sensor, Output: 420mA HART, IP66 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ flow through tee MOC SS
-
-
-
... More
0-14 pH
2
-
-
... More
Providing, Installation, Testing and Commissioning of CHLORINE ANALYSER for Water Application: Transmitter : Range: 0.05 to 20 ppm, Power Supply 230 VAC, Input: 2 Digital Sensors - one for chlorine and second for pH, Output: 4-20mA HART, IP66/67 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ Sensor range:0.05 to 20 mg/l
-
-
-
... More
0.05 -20 mg/l
5
-
-
... More
PLC SCADA
-
-
-
... More
Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size approx.1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration PC, necessary programming for SCADA software and comprising of all accessories not limited to the following:
DI – 60 num
DO – 60 num
AI – 8 num
AO – 4 num
MCB 10A DP – 1 num
MCB4ADP – 2 num
MCBSP2A – 8 num
MCB 1A DP – 15 num
24 VDC Power Supply 10A – 1 num
Push Buttons – 20 num
Selector Switch – 10 num
Control Relays – 200 num
Annunciator with 24 Windows NO to NC Type
6
-
-
... More
RTU complete with DI, DO, AI and modbus communication ports and power supply (24 V, DC) 36 at TWs, 6 at OHSRs, 36 at DMAs
78
-
-
... More
Programming and Troubleshooting software for RTU
78
-
-
... More
Quad-band GSM/GPRS modem with Ethernet bridge/ router/ serial server (RS232/485) interface. num
78
-
-
... More
Panel Enclosure for RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem, UPS and having IP-42 Protection. Panels shall be self-fabricate type only.
78
-
-
... More
Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank
-
-
-
... More
1 kVA
78
-
-
... More
2 kVA
6
-
-
... More
Supply, Installation, testing and commissioning of SCADA System at Master Control Centre complete with PC server, monitor, communication modules, printers, required hardware, software, complete with all accessories.
1
-
-
... More
60" LED display of latest resolution and configuration
2
-
-
... More
Operator console including control desk chairs, storage racks, etc.
2
-
-
... More
Provision for Desktop computers for control centres with furnitures
2
-
-
... More
Part H: Miscellaneous Items
-
-
-
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)
-
-
-
... More
Girth from 300 mm to 600 mm
18
-
-
... More
Girth from 600 mm to 900 mm
7
-
-
... More
Girth from 900 mm to 1800 mm
4
-
-
... More
Girth from 1800 mm to 2700 mm
2
-
-
... More
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer.
-
-
-
... More
In area of light jungle
8
-
-
... More
In area of thorny jungle
8
-
-
... More
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.
-
-
-
... More
Cement Concrete Grade M-15 and above and PCC blocks
18
-
-
... More
Dismantling Brick / Tile work In cement mortar
26
-
-
... More
Dismantling Stone Masonry. Rubble stone masonry in cement mortar.
35
-
-
... 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)
60
-
-
... More
Cement mortar 1:6 (1 cement : 6 coarse sand)
60
-
-
... More
Random rubble masonry with hard stone in foundation and plinth :
-
-
-
... More
Cement mortar 1:3 (1 cement : 3 coarse sand)
110
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
110
-
-
... More
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).
60
-
-
... More
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
60
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
-
-
-
... More
PCC Grade M -15
10
-
-
... More
PCC Grade M -20
10
-
-
... 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)
10
-
-
... More
In cement mortar 1:4 (1 cement : 4 coarse sand)
10
-
-
... 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
15
-
-
... More
20 mm plaster on stone work
15
-
-
... 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
10
-
-
... More
PCC Grade M -25
10
-
-
... More
Dismantling of LT line pole (PCC - 8/9 mtr height) single phase/3 phase & 5 wires bracket, top hamper, insulators(pin or disc) earthwire and conductors.
10
-
-
... More
Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms athick lawn free from weeds and fit for moving including supplying good earth if needed.
-
-
-
... More
In rows 7.5 cm apart in either direction
18750
-
-
... More
Supply and erection of hot dipped galvanised steel swaged tubular pole /GI Conical Pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate of size 400mm x 400mm x 7mm in position including excavation of the pit and filling the same with C.C. of M-10/M-20 grade (1:3:6)/ grade(1:1.5:3) from base plate to 50cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals , cable entry, GI cable sleeve complete as required. The pole shall be galvanised using ISI mark tube for structural purpose.
-
-
-
... More
8 /8.5 Mtr. (Group I)
20
-
-
... More
Add for supply and fixing of hot dipped galvanised Overhang of following size over the existing poles
-
-
-
... More
88.9mm OD x 3.25mm thickness (Group II)
20
-
-
... More
Nallah/ Drain Crossing
-
-
-
... More
Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to byepass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer.
-
-
-
... More
For Depth upto 1.50 m
1200
-
-
... More
For depth above 1.50 m and upto 3.00 m
600
-
-
... More
For depth above 3.00 m and upto 4.50 m
500
-
-
... More
For depth above 4.50 m and upto 6.00 m
400
-
-
... More
Part I: Environmental Monitoring Items
-
-
-
... More
Collection and analysis of samples for
-
-
-
... 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.
63
-
-
... 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.
63
-
-
... More
Water Quality Analysis– Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual: PH, TDS, Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminum, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury.
54
-
-
... 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.
54
-
-
... More
Sprinkling of Water for Dust Suppression
5000
-
-
... More
Rain Water Harvesting Structures
At 5 MLD STP, 7 MLD STP, 5 pump house
7
-
-
... More
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.
100
-
-
... More
Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
100
-
-
... More
Supply and planting following species best quality container grown
healthy trees of 3 mt. min. height, well established & free from disease at site in 1.20 m dia holes, 1.20 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
100
-
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Part J : Refurbishment
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Refurbishment of Existing OHSRs, CWRs and Pump House
-
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Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. : In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. : Depth upto 1.5 m
408
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Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
1
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Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth for 5 km Lead
44
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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).
36
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Providing, fabricating and erecting hand railing for walkway, top dome slab, balconey,staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer.
195
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Providing,fabricating and erecting MS ladder of 450mm wide made of 65 x 65 x 6mm angle iron and 20mm MS bars for walkway to top of the OHSR including cutting, hoistng, fixing in position and applying a priming coat of approved steel primer complete in all respect as per specifications and the direction of the Engineer.
30
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Supply, fabricating & fixing of anodised (20 to 25 micron) Aluminum ladder of 450mm wide with 2 nos rectangular section of 65 x 35 mm (3 mm thick) as vertical post and 25 mm bars steps at 300 mm c/c complete in all respect as per the specification and the direction of the Engineer.
72
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Tile brick masonry with tile bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
90
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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.
Epoxy grout as per clause 2800 & 2803 of MoRT&H specification.
160
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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. Epoxy grout as per clause 2800 & 2803 of MoRT&H specification.
160
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Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer.
7
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Providing and fixing angle iron frame 25 x 25 x 3mm for ventilators fixed with 24 gauge square mesh of 14 gauge stainless steel wire including 10 mm square bars at interval of 100 mm welded to frame with metal beading of 20 x 3mm complete in all respect as per technical specifications and drawings as per technical specification and as per direction of Engineer.
12
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Water level indicator with 5 level indications, prons and cabling upto length of 5 metre
12
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Providing and hoisting and fixing in position MS manhole frame and cover of best quality of 600mm x 600mm clear size with locking arrangement including applying two coats of anti corrosive paint etc., complete as per drawings.
12
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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.
921
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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.
921
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Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and approved paint using structural steel etc. as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
600
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
70
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. Complete : On concrete work
1504
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface at all level after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm including all material, labour, scaffolding complete as per clause 800 of MoRT&H specifications including all material, labour scaffolding etc.
1328
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MS Clamps
780
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Painting new letters and figures of specified size, of any shade with first quality synthetic enamel paint, black or any other approved colour to give an even shade as per clause 801 of MoRT&H Specification including all material, labour.
Hindi / English and Roman (Hyphens, commas and the like not to be measured and paid for)
10500
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Guniting (Minimum density 2T/cum.) on concrete/masonry surface with wire mesh size 50x50mm of wire thickness 3mm and cement mortar 1:3, applied with compressor after cleaning surface and applying with epoxy complete as per technical specification as per clause 2807 of MoRT&H Specification.
80
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Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:3 (1 cement : 3 coarse sand)
82
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Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster on rough side of brick wall finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 fine/ coarse sand)
860
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Providing and fixing upto two stories precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window, sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
4
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Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement.
170
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Refurbishment of Existing TWs
-
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Installation of submersible motor pump set in tube-well/open well complete (labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose.
36
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Providing & lowering of G.I. flange pipe B Class including rubber washer and nuts of 8 mm dia complete in all respect.
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75 mm dia
4320
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Providing and laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required
-
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6.0 Sq.mm 3 core flat
5400
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Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class "B" confirming to ISO: 4064/1including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer.80 mm Bulk Flow Meter for 80 mm dia line
36
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Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.0 rating 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.
36
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Supply of energy efficient 5 star rated Submersible Pump sets (10 KW)
54
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Feeder Panel Board with automation including integration with SCADA System
36
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Part K : General Obligations
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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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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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Master Control Centre
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Design, Supply, Installation, Construction of Master Control Centre (MCC),SCADA control Centre including but not limited to office building, water supply, sanitation, boundary wall, pipes, fittings, electrical works, street lights, lavotaries, furniture, roadworks, horticulture, landscaping, architectural work, finishing works and all relevant civil, electrical, Mechanical, Instrumentation & SCADA works complete in all respect as per specifications, employer's requirement and satisifaction to the Employer's Representative to achieve perforamce indicators complete in all respect.
1
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Central Control and Consumer Service Centre
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Design, Supply, Installation, Centre Control Centre including but not limited to office building, water supply, sanitation, boundary wall, pipes, fittings, electrical works, street lights, lavatories, furniture, roadworks, horticulture, landscaping, architectural work, finishing works and all relevant civil, electrical, Mechanical, Instrumentation & SCADA works complete in all respect as per specifications, employer's requirement and satisfaction to the Employer's Representative to achieve performance indicators complete in all respect.
1
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Design, Supply, Installation, Construction of Consumer Service Centre including but not limited to office building, water supply, sanitation, boundary wall, pipes, fittings, electrical works, street lights, lavatories, furniture, roadworks, horticulture, landscaping, architectural work, finishing works and all relevant civil, electrical, Mechanical, MIS system, required software and Hardware complete in all respect as per specifications, employer's requirement and satisfaction to the Employer's Representative to achieve performance indicators complete in all respect.
1
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Part L: Operation and Maintenance During Design Build
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Operation and Maintenance (From commissioning to completion of design build period)
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O & M for Sewerage Works
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Operation & maintenance of sewerage collection & conveyance system (RCC/ HDPE/HDPE DWC pipes) from consumer point to STP complete. (line between property chamber and sewer manhole will not be measured for payment purpose).
100
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STP:
Operation and maintenance of Sewage Treatment plant based on SBR Technology including system for reuse if treated effluent, including but not limited to all civil, mechanical, electrical, instrumentation & SCADA system, it also includes activities for campus development, administrative building, laboratory, horticulture, etc. and all works related to plant operation as per scope of wok and specification and performance indicator.
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Operation & maintenance of 7 MLD STP
1800
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Operation & maintenance of 5 MLD STP
1100
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SPS:
O&M Cost including replacement obligations Spare parts, tools and tackles Manpower, repair & maintenance of Civil works, Electromechanical, Instrumentation SCADA and automation works and all words related to plant operation as per scope of works and specifications and performance indicators including all other cost related to operation and maintenance of SPS facility but excluding energy Consumption. 4 MLD
850
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O & M for Water Supply Works
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Operation, maintenance and management, meter reading, billing of water supply system through regular water supply in DMAs/Zones from service reservoirs to consumer water meter points as per specifications & employer's requirement including consumables & excluding power charges from date of commissioning up to completion of design build period as directed by Engineer Incharge.
274500
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Part M: Operation and Maintenance After completion of Design Build
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Part M (1)-Assets Creation during O&M.
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Water Supply Works
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House service connection and installation of water meter during O&M Period
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Providing and making house service connections from water supply distribution HDPE pipe line upto water meter chamber inside the property using HDPE (Class-PE 100) PN 16 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
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20 mm Diameter HDPE below the ground & 15 mm GI pipe class B above the ground
1995
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25 mm Diameter HDPE below the ground & 20 mm GI pipe class B above the ground
65
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32 mm Diameter HDPE below the ground & 25 mm GI pipe class B above the ground
45
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Supply, fixing, testing and commissioning of Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 / EEC/ MDIL with end coupling as per relevant technical specification and the direction of the Engineer
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15mm size
6050
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20mm size
195
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25mm size
135
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Supplying and Fixing water METER BOX- with Weather resistant PE/ GRP box, press fitted Lid fixing & locking and locked with built-in or external lock.
6380
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Part M (2)- Operation and Maintenance
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Water Supply
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Operation, maintenance and management, meter reading, billing of entire water supply system through regular water supply up to consumer water meter points as per specifications & employer's requirement including consumables & excluding power charges as directed by Engineer Incharge.
1830000
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Sewerage Works
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STP:
Operation and maintenance of Sewage Treatment plant based on SBR Technology including system for reuse if treated effluent, including but not limited to all civil, mechanical, electrical, instrumentation & SCADA system, it also includes activities for campus development, administrative building, laboratory, horticulture, etc. and all works related to plant operation as per scope of wok and specification and performance indicator.
-
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Operation & maintenance of 7 MLD STP
19500
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Operation & maintenance of 5 MLD STP
11800
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SPS:
O&M Cost including replacement obligations Spare parts, tools and tackles Manpower, repair & maintainance of Civil works, Electromechanical, Instrumentation SCADA and automation works and all words related to plant operation as per scope of works and specifications and performance indicators including all other cost related to operation and maintainance of SPS facility but excluding energy Consumption. 4 MLD
9100
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Provision of Provisional sum to be used as tender document (fixed) : INR 52359000. Bidder should fill amount INR 52359000
1
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