Eastern Dedicated Freight Corridor Tender
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Eastern Dedicated Freight Corridor - EDFC Tender
Civil And Construction
Excavation
Ireps
Opening Date13 Feb 2024
Closing Date5 Mar 2024
Tender Amount₹ 4,71,17,426.62
Costs
EMD
₹ 3,85,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Rgm Siding Which Includes Formation, Track, Minor Bridges & Allied Works at New Kanpur, New Rasulabad, New Manauri Stations Jurisdiction Of Cgm/pryj(west)unit
Description
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Contact
Tender Id
PRYJ-W-ENGG-RGM-2024-EDFC FIELD UNIT- ALD-WEST-CIVIL/EDFCTender No
PRYJ-W-ENGG-RGM-2024Tender Authority
Eastern Dedicated Freight Corridor ViewPurchaser Address
-Website
http://ireps.gov.in
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BOQ Items
Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of 4 bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1)Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2)Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines.: Using Soil Class SQ-2
9000
339
3058380
Mechanical manufacturing of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix 5 plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion
3996
2184
8729821.44
Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.: Turfing with sods, 10cm thick and 20cm square closely laid
1350
77
105178.5
Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: 7 Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm
15.84
3909
61930.12
Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids 8 filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item.
59.4
3054
181463.44
Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification
198
3674
727455.96
Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality 10 in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1.Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2.Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.
107.8
3886
418974.4
per relevant item. Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 11 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1.Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2.Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as:
77
3971
305807.81
Centering and shuttering including strutting, propping etc. and removal of form for : All types of 12 bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level
339
705
239066.19
Ordinary Portland Cement 43 grade approved brands/makes
124.19
8692
1079465.69
Thermo-Mechanically Treated bars of grade Fe-500D or more
23490
85
2006750.7
Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and 15 ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra).: 450 mm dia.
60
2041
122496.6
Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality 16 including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant.
34.65
2774
96135.73
Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI-R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI-R260 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification 17 No.IRST-19-2020 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1.The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2021. 2.Rate is inclusive of transportation of above to SSE/P.Way stores.:
138
2542
350805.66
25mm gap 'in-situ' welding during traffic block and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed 18 after passing of weld in USFD test as directed by Engineer in charge. Note: 1.Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2.Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3.Only required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track. All other items required shall be supplied by the Contractor.: For 60 Kg - 90 UTS Rail Running
138
4760
656982.12
Joining with strong nylon rope in one cross and one horizontal pattern of minimum 5mm dia.
2700
283635
283635
Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled 21 power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface.
2520
48
122446.8
Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including 22 leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.: For sleeper density of 1660 sleepers per km
900
275
248112
De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on 23 prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1)Welding of rail joints will be paid separately. (2)Rail cutting and Hole drilling shall be paid separately. (3)Opening and closing of LC if required will be paid separately. (4)As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.: With Contractor's Hydraulic Rail tensor
900
38
34578
Carrying out Through USFD testing of running rails & welds (excluding flange testing) including the full head width portion of SEJ, lead portion of points & crossings of all types of rails using 0° (4 MHz) and 70° (2 MHz) central forward & backward, 70° (2 MHz) gauge face corner forward & backward and 70° (2 MHz) field 24 forward & backward probes by NBC (Need Based Concept) method under traffic conditions as per provisions of IR's "Manual & Specifications for Ultrasonic Testing of Rails and Welds" & related instructions, duly marking defects, submission of daily reports and storing back-up data, as specified & directed. The rates are inclusive of contractor's men, materials & machines complete unless otherwise specified and as directed : With Contractor's USFD machine
900
6
5787
Carrying out USFD testing of Alumino Thermic (AT) welds on all types of rails, using 0° (2 MHz) double crystal; 70° (2 MHz) 20mm x 20mm single crystal probe for head & flange testing; 2 nos. 45° (2 MHz) single crystal with tandom rig for testing from rail top to bottom & for half moon testing and 70° (2 MHz) 20mm x 25 20mm side looking probe by NBC (Need Based Concept) method under traffic conditions as per provisions of IR's "Manual & Specifications for Ultrasonic Testing of Rails and Welds" & related instructions duly marking the defects, submission of daily reports and storing back-up data as specified & directed. The rates are inclusive of contractor's men, materials & machines complete unless otherwise specified and directed : Track having upto 3 rail panels
138
197
27321.24
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in 1 foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of Soil.
27.75
342
9497.72
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
2.49
2578
6420.91
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kind of Soil.
73.5
33
2468.87
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
2.49
8153
20301.99
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
15.75
539
8498.86
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
17.1
9979
170656.46
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, 7 plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
13.5
12152
164058.75
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
252
367
92594.88
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors,roofs, landings, balconies and access platform
84
914
76828.92
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
15.75
725
11432.3
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Strut
840
959
806064
Providing and laying in position ready mixied or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggeregate derived from natural sources, Portland pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting strength, including pumping of concrete to site of laying, curing, carriage for all leads, but excluding 12 the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge, for the following grades of concrete. note : Extra cement up to 10 % of the minimum specified cement content in design mix shall be payable separately, in case the cement content in design mix is more than 110 % of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg/cum
12.6
12196
153672.37
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
58.5
8211
480366.9
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
86.63
10156
879847.2
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces
6.3
5704
35939.74
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, 16 joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
300
136
41037
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick 17 cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
300
1021
306369
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all 18 colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
216
1690
365104.8
12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)
441
366
161670.6
Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
441
199
87794.28
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
441
189
83640.06
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
441
147
65166.57
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15 th post , last but one end post and corner post shall be strutted on both sides and end post on one side 23 only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. ( Cost of posts, struts, earth work and concrete work to be paid for separately ). payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
63
23
1473.57
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required,laying at site, spreading and compacting mechanically by using needle and surface vibrators, 24 levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid eparately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately.: Cement concrete prepared with batch mixing machine
506.25
11326
5734111.5
Construction of granular sub-base by providing close graded Material conforming to specifications, 25 mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.: With material conforming to Grade-II (size range 75 mm to 0.075 mm) having CBR Value-25
607.5
3311
2011936.72
Construction of dry lean cement concrete 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 26 not to exceed 15:1, aggregate gradation after blending to be as per specifications, 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 7days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin-charge.
560.25
4928
2761164.11
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 27 P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
3
6898
20694.42
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with 28 white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.
3
12084
36254.34
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
3
2435
7305.24
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia
6
108
651.12
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
6
1683
10102.44
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & 32 cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm nominal outer dia Pipes
150
442
66337.5
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore
150
362
54435
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore
150
498
74803.5
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore
150
546
81916.5
Providing and fixing rectangular high density polyethylene water storage loft tank with cover, 36 conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately
3000
11
34710
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
6
33443
200661.18
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 38 IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.: All types of soil 350mm dia
540
772
417225.6
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 39 IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.: All types of soil 350mm dia
180
915
164824.2
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. :200 mm nominal size dia
720
1311
944344.8
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
300
1561
468558
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
105
1561
163995.3
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain 43 bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. :150 mm nominal size dia
720
2135
1537754.4
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air 44 compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
300
1093
328167
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia
6
335
2011.32
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp
6
2179
13079.58
Supply,Stacking Machine Crushed Hard Stone Ballast of 65mm Gauge at New kanpur, New Rasulabad, New manuari under juridiction of PRYJ(W)
2520
1963
4946961.6
Supply of and making end termination with brass compression gland and alluminium lug for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor acble of 1.1 Kv grade as required.: 4x70 sqmm
300
370
111240
Supply of and making end termination with brass compression gland and alluminium lug for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor acble of 1.1 Kv grade as required.: 4x95 sqmm
2500
536
1340000
Supply of and making end termination with brass compression gland and alluminium lug for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor acble of 1.1 Kv grade as required. :4x35 sqmm
450
250
112657.5
Laying, testing & commissioning of HL/LT cables of diffrent sizes. Laying direct in ground (including excavation, sand cushioning, protection of brick covering and refilling the trench) direct in RCC/HDPE//metal pipe in in road/track crossing and on surface required as per technical specification.
3250
60
198152.5
Supply and fixing of cable route marker with 10 cm x 10 cm x 5 mm thick GI Plate with incription there on, bolted/welded to 35 mm x 35 mm x 6 mm agale iron , 60 cm long and fixing the same in ground as required.
30
508
15240
Supply of double walled corrugated pipe/HDPE for under ground cable protection 120 mm outer dia ,103.50 mm inner dia in 6 mtr straight length as per BIS BSENS0086-1 & BSEN 50086-2,4 & one coupler for joining shall be supplied with each 6 mtr.
54
278
15034.68
Horizontal borring under railway/road for laying 120 mm dia HDPE double walled corrugated pipe at the depth of 1.4 mter to 1.0 mtr from ground level as per directed by Engineer incharge by trenchless technilogy.
54
401
21654
Cable junction box IP/66/67 weather proof, for outdoor instalation with terminals , size 225x295x122 or as directed by Engineer incharge.
9
7484
67356
Earthing with 40 mm dia GI pipe class -B, 3mtr long earth electrode as per IS 3044-1985B, (latest version) to achive earth resistance less than 5 ohms including construction of masonary enclosure with hing over plate of cast iron with locking arrangement apprximetaly 400 mm x 400 mm top provision of earth plate connection from earth electrode as directed by Employer incharge.
6
916
5497.92
Wiring for light point/fanpoint/exahaust fan poit/call bell point with 1.5 sqmm FRLS PVC insulated 10 copper conductor single core cable in surgface/recessed medium class PVC conduit with modular switch , modular plate, suitable GI box and earthing the point with 1.5 sqmm FRLS PVC insulatec copper condotor single core cable etc . as required.
24
1015
24360
Wiring for conduit.submain wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, signle core cable in surface /recessed medium class PVC conduit as required.. :2 x 2.5 sq.mm + 1x2.5 sqmm earth wire
150
275
41250
Supplying & fixing following way, single pole and nuetral , sheet steel , MCB distrubution board , 12 240 v on surface/ recess, complet with tinned copper bus bar , nuetral bus bar , earth bar , din bar interconnections, powder painted including earthing etc. as required ( But without MCB/RCCB/solator). :8 Way Double door
3
2573
7719
Supplying & errection of approved make low noise decorative exaust fan having squre frame ABS body with inbuild lowers & squre frame. 200 mm with 1350 RPM.
6
1708
10248
Suppling and erectting LED indoor fitting with LEDs of wattage 0.2 watt to 0.5 watt assembled on 14 single MPPCB, with housing used as a heat sink shall be made of thick sheet steel confirming to IS: 513/CRCA/Alluminium die cast power factor more than 0.9 , THD< 15%, CCT 3000 K to 6000 K, Luminiare efficacy> 100lumes/watt,LED, LED driver efficiency >85% (fitting required LM-79 & LM-80Certificate) :Tube light with integral driver , 18-20 watts, Surge-2KV, IP-20, conventional 4 feet .
12
326
3912
Providing and fixing following rating and breaking capacity and four pole MCCB with thermomagnetic release and terminal spreaders in exiting cubicle panel, making connection, etc . As required :250 A, 36 KA, FPMCCB
3
17510
52530
Providing and fixing following rating and breaking capacity and four pole MCCB with thermomagnetic release and terminal spreaders in exiting cubicle panel, making connection, etc . As required :100 A , 30 KA, FPMCCB
12
7723
92676
Providing and fixing following rating and breaking capacity and four pole MCCB with thermomagnetic release and terminal spreaders in exiting cubicle panel, making connection, etc . As required :63 A, 30 KA, FPMCCB
9
4500
40500
Providing & erecting weather proof, dust & vermin proof, floor mounted front operated indoor type cubical panel board neccesary IP-42 and above proction as per approval from Engineer incharge made from 14 SWG thick CRC M.S. Sheet for outer body & doors, 16 SWG thick CRC M.S. Shhet for internal partitions with neccessary accesories, suportting angels/flats channel including cutting bending , drilling , welding reviting with 18 internal partions and cable aaley as per requirement and intruction of Enginner incharge with errection of supplied switch gears, BUS BARS , suitable size of inter connectting PVC Copper wire /copper alluminium strps, rubber gromments, rib, bakelite controll fuse/MCB of measuring instruments, earth BUS, Earth bolts, foundation flange- bolts-base plates , sufficient nos. of hinged doors, handels with locking arrangement and rubber gasket, heavy duty end terminal connection, danger notice board, neccesary ventilation earthing strip complet. The panel shall be painted with epoxy powder coating. :Locally fabricated panel board with 350 mm depth.
3
10450
31350
Suppling and erectting triple pole & nuetral 440 V/500 V pannel mountting Alluminium BUS BAR with four equal nos. Of bus having :Suitable for 300 Amp, Capacity
1.5
1472
2208
Sumersible pump set 100 mm dia ( with poly propylene/Noryl Impeller) up to 20 20 stage. : 5.0 HP
6
32242
193452
3 Phase DOL for 5 HP Sumersible pump
6
10500
63000
Prividing and fixing 63 Amp, 5pin , 3 Phase industrial socket.
9
3980
35820
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