Irrigation Department Tender
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If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of etender.up.nic.in - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Irrigation Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 Feb 2025
Closing Soon5 Mar 2025
Tender Amount₹ 26,02,33,000
Technical
Technical
Financial
Class Of Bidder
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The minimum class eligibility requirement is "A" class, and if an "A" class contractor is eligible, then higher categories (such as "AA") are also eligible.
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Bid Capacity = 2AN - B, where A = Maximum Value of Civil Engineering Works executed in any one year during the last Five (05) years (updated to Current Financial Year price level by enhancing @ simple rate of 8% per annum), N = Number of years prescribed for completion of the works for which tenders are invited, and B = Value of existing commitments and ongoing works to be completed during the period of completion of the project for which tenders are invited. Additionally, the bidder must have:
- Minimum liquid assets and/or credit facilities = 10% of contract value
- Credit facility = 25% of estimated value of work The Bidder should have the Assessed available Bid capacity as per formula and it should be greater than the Estimated Value of the work.
Technical Capacity
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The required prior work experience for the bidder includes a minimum of 5 years of experience for certain technical personnel, such as Degree Holders in Civil Engineering and Diploma Holders in Civil Engineering. Additionally, Supervisors with a BSc (PCM) degree should have at least 5 years of experience. For Diploma holders in Civil Engineering or BSc (PCM), at least one year of field experience is required. The bidder should have successful experience of having successfully completed works with the following values and percentages: I. Three Civil Engineering Work with cost of executed works not less than 40% of the estimated cost of work (not less than ₹ 1041.00 Lacs each), II. Two Civil Engineering Work with cost of executed works not less than 50% of the estimated cost of work (not less than ₹ 1302.00 Lacs each), III. One Civil Engineering Work with cost of executed works not less than 80% of the estimated cost of work (not less than ₹ 2082.00 Lacks). The bidder should have completed works of similar type and magnitude, and needs to fill out Form 'C-1' which is for works of similar type and magnitude completed by the contractor/firm, issued by the Executive Engineer or equivalent officer. However, specific values and percentages for similar works are not mentioned. The bidder should have achieved minimum average annual turnover in Civil engineering works of not less than 30% of estimated value of work during the last Three Financial years. The value of work executed shall be brought to current costing level by enhancing the actual value of work at the simple rate of 8% per annum, calculated from the date of completion of the work to date of publication of NIT. In addition to meeting the criteria of above General Experience, the bidder should have successful specific experience of having successfully or substantially completed, during last 07 years, all of the following components of the works: Concrete Works:- combined C.C./R.C.C. works 2700.00 cum.
Costs
EMD
₹ 52,10,000Document Cost
₹ 8,614Tender Fee
Refer Documents
Summary
Construction Of Pumping Station For Drainage Of Flood Water From Protected Side Near Village Suiriya At Km 10.000 Of Maniram
Description
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Contact
Tender Id
2025_UPIDC_1011658_2Tender No
01/SE/2024-25Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://idup.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing, driving with hydraulic piling rigs with power units and installing driven cast-insitu reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :500 mm dia piles
3745.5
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Providing and laying in position ready mix are site bacthed design mix cement concrete work, using coarse aggregate and fine aggregate derived form natural sources. Portland Pozzolana/Ordinary Portland/Portland Slag cement admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete to improve durability and workability/without impaining strength : including pumping of concrete to site of laying, curring, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete of M-25 grade with minimum cement contant 330 Kg per cum.
1165.42
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1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
1685.12
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Boring/Drilling bore well of required dia for casing/strainer pipe by suitable method pescribed in IS:2800(Part-1) including hire and running charges of all equipment,tools,plants & machinery required for the job,all complete as per direction of Engineer-in-charge upto 90 M depth below ground level .
690
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Supplying assembling,lowering and fixing in verticle position in bore well unplasticizes PVC medium well casing pipe of required dia confirming IS:12818 including required hire and labour charges,fitting and accessories etc all complete for all depth as per direction in Enginner in charge 100mm dia nominal size
435
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Runing of 5H.P. Diesel pump for dewatering including arrangement of pump suction and delivery pipes and other accessories at site.
19250
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Demolishing RCC work by manually/ mechanical means including stacking of steel bar and disposal of unserviceabel material within 50 meters lead as per direction of engineer-in-charge
94.4
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Supplying & Laying Local Sand including carriage, labour, T&P, manual compaction etc. complete all.
1463.2
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically treated bars of grade Fe-500D or more.
893.37
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Centering and Shuttering including strutting, propping etc. and removal of form for upto 3m height.
11525.79
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Centering and shuttering including strutting, propping etc. and removal of form for building works.
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(a) Suspended floors, roofs, landings, balconies and access platform
272.71
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(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers
940.86
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(c) Foundations, footings, bases of columns, etc. for mass concrete
139.59
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(d) Columns, Pillars, Piers, Abutments, Posts and Struts
424.27
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Centering and Shuttering including strutting, propping etc. and removal of form for upto 5m height.
1559.62
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Centering and Shuttering including strutting, propping etc. and removal of form for upto 5m to 15m height.
5059.27
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Providing and laying in position ready mix are site bacthed design mix cement concrete work, using coarse aggregate and fine aggregate derived form natural sources. Portland Pozzolana/Ordinary Portland/Portland Slag cement admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete to improve durability and workability/without impaining strength : including pumping of concrete to site of laying, curring, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete of M-30 grade with minimum cement contant 350 Kg per cum.
4467.8
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Reinforced cement concrete work in walls (any thickness), including attached pilaslers, bultresses, plinth and string courses, filets, 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 : 11.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm natural sources)
1816.74
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived natural sources : 8 graded stone aggregagte 40 mm nominal size derived from natural sources)
660.28
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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)
47.86
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand)
85.38
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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 1:6 (1 cement : 6 coarse sand)
126.58
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S/L of Geo textile sheet of 240gsm including cost of Geo sheet, all labour, T&P etc. under boulder pitching.
560
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Supplying and laying of Mzp stone boulder in GI wire create size 3.00x2.00x0.30m in pitching on slope of bund including cost of all material, labour, cartage, t&p etc.
252
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Supplying and Laying of Mzp stone boulder in wire mesh gabion box/Crate of size 1.0x1.0x1.0m, mesh size 10cm X 12cm 10 SWG G.I. Wire. in launching apron including cost of all material, labour, cartage, t&p etc. complete the work as per direction of Engineer-in-charge.
460.2
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Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying and priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.
220
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Supplying/Fabricating/Fixing of Door shutter/Window Shutter of 16 gauge including Frame, all fitments, cost of all materials,lab,T&p etc.complete in all respect.
34.83
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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.
7810.57
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 0.90 Ltr./ 10 sqm).
851.63
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Supplying and fixing rolling shutter of approved make,made of require size Ms laths interlock together through there entire length and jointed togeher at the end by end lock,mounted on specially designed pipe shaft with bracket ,site guide and arrangement for inside and outside locking with push& pull operation completed including cost of providing and fixing necessary 27.5 cm long wire spring manufacure from heigh tensile wire ms top cover for required thickness for rolling shuter 80x1.25mm Ms Laths wih 1.2mm thick top cover .
162.5
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Extra for providing mechanicaliy device Chain and crank operation for opreting rolling shutter
34
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P/F ball bearing for rolling shutter
28
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Supplying and fixing of trash rack including erecting and cost of all materials, lab,T&p etc.complete in all respect of size 5.00x4.25m
2
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Laying inverted filter in back of abutment and wing wall including cost of material, labour and T&P etc.
102.43
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Supplying and laying 110 mm dia pvc drain pipe in slab including all cost of materials labour and T&P etc.
16
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Supplying and driving of 8 mm thick Z-type sheet pile width 400 mm and length 2.00m below d/s cutt-off including loading, unloading, cost of material, labour and T&P etc.
10
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S/F expansion joint including cost of material, labour and T&P etc.
24.44
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Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor
663.12
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
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.Initial test (Test Load 2.5 times the Safe capacity)
2
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Routine test (Test Load 1.5 times the Safe capacity
2
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
213.01
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[a]Supply and fixing of flush doors commercial quality conforming to I.S.2202 Part I (1983) including fixing of wooden cleats and stoppers and including ixing and adjustment of hinges, bolts,locks, handle, springs and other fittings with necessary screws to be supplied departmentally [b} Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) on both side Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured)
27.1
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Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated hollock wood
22.37
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Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame’s vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge.
87.6
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Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded
profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design
duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided
by the manufacturer for : (i) Sites with basic wind speed 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x
(55mm & above) with zinc alloy (zamak) powder coated handle on every panel along with
multi-point locking system (Height upto 1.8m).
82.01
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15 mm thick plaster in 1:4 cement & course sand on outer wall below Ground level & inner wall below plinth level in 15 cm width.
61.74
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12 mm cement plaster of mix :Building and truss part 1 cement : 6 c. sand
620.97
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15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) (1)1 cement : 6 c. sand
910.27
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Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of apropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge
301.92
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
76.2
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate [AT APRON]
80.19
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levelsGranite of any colour and shade Area of slab upto 0.50 sqm
86.64
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Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
9.09
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
46.21
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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 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. [IN FLOORING]
128.82
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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 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. [IN SKIRTING]
22.21
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25mm thick Kota stone slab flooring 20 mm thick base laid over and jointed with grey cement slurry mix with pigment to match, the shade of slab including rubbing and polishing complete with base of cement mortar.
420.2
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Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
12.3
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre .
1160.05
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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm).
82.01
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Providing & fixing stainless steel sliding door bolts ISI marked required colour or shade with nuts and screws etc complete.250x16 mm
13
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P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc complete.250x10 mm
13
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Providing and fixing Stainless Steel handles ISI marked to required colour or shade with necessary screws etc complete. 150mm
26
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Supply and installation of PEB sturucture complete with MS column, rafters, purlins, clading sheetgutters, flashing etc. with thermal bubble insulatoin complete with its accessories including Concrete embed plates of weld plate of any kind, setting of Anchor Bolt (Physical setting or fixing with dimensional accuracy of anchor bolt set out before casting, supply of all shuttering materials, anchor fasterners and supply and installation Galvalume sheet complete with its accessories including supply of all shuttering materials, labour and tools & plants etc. required for proper completion of work
462
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Wiring for light point/ fan point/ exhaust fan point/ call bellpoint with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable in surface / recessed medium class PVCconduit, with modular switch, modular plate, suitable GI boxand earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group B
240
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Supplying and fixing suitable size GI box with modular plate andcover in front on surface or in recess, including providing andfixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 Amodular switch, connections etc. as required
32
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Supplying and fixing following size/ modules, GI box alongwithmodular base & cover plate formodular switches in recess etc.as required. 8 Module (125mmX125mm)
32
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Supplying and fixing following size/ modules, GI box alongwithmodular base & cover plate formodular switches in recess etc.as required. 6 Module (200mmX75mm)
48
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Supplying and fixing following way, single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earthbar, din bar, inter connections, powder painted including earthing etc. asrequired.(But without MCB / RCCB / Isolator) 8 way , Double door
8
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Supplying and fixing following way, single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earthbar, din bar, inter connections, powder painted including earthing etc. asrequired.(But without MCB / RCCB / Isolator) 12 way , Double door
8
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Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (DB to SB)
525
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Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire (DB to Power)
220
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Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire (Panel to Power DB)
600
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Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required. 2 X 10 sq. mm + 1 X 6 sq. mm earth wire (Panel to Light DB)
260
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Supplying and fixing following rating, double pole, 240 V,isolator in the existing MCB DB complete with connections,testing and commissioning etc. as required.40 A
48
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Supplying and fixing following rating, double pole, 240 V,isolator in the existing MCB DB complete with connections,testing and commissioning etc. as required.63 A
8
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Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C"curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required. Single pole
20
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Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking rrangement and watering pipe etc.with charcoal/ coke and salt as required.
3
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S/F Ceilling fan with fan motor of AC permanent insulation , capacitor rating conforming 5 star rsting and IS 374/79 and also comply with IS 1709/1984 with latest amedment .the rated voltage 220/240 volts 50 Hz , 1-ph AC the fan assemble should consist of down rod blade , .
7
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Supply and fixing following modular switch / socket on the existing modular plate & switch box including connection as required
-
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5/6 A Switch
150
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15/16 A Switch
18
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3 Pin 5/6 A Socket
30
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T.V Antena Socket
12
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Bell push
12
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15/16 A Socket
48
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Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, completeas required.
2
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Supplying and Laying of aluminium conductor ,PVC insulated armoured , served sheeted cable 1000 bolt grade st a depth of 750 mm below ground level over sa cushion of 75 mm thick sand around and protected with burnt brick on side and top surface completeas required 3.5 core 25 sqm
100
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Supplying and Eraction of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrumental cgamber etc.complete in all respect .the instrument chamber shall be seprate and shall comprise of fuse type ammeter and voltmeter , instrument fuse current transformer etc. the board shall have suitable capacity electroytic aluminium bush bar as per IS 8623 istulate with heat shrink sleeving and mountetnd on non hgrocopic support such as CMC/DMC support with deteachable side cover and shall be suitable for extension on the side . the switches shall be complete with suitable cable end boxes , reverse entry box in case of pedestal type , cable socket , compression gland and indicating lamp on incoming etc. the job include the grouting of the board as per direction Engineer in charge all outgoining switch of 100 Amp . and above will be provided with ampere meter current transformer and selector switches and instrument fuses etc. the switch board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm /2.00 mm cubical typr switch board . INCOMING 63Amp , TPN -1No and 32 Amp . TPN -2 Nos Cat B Cubical Type 801 L.T PPANNEL
1
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Main Distribution Board 4 way Vertical Distribution INCOMER - 63 Amp ,TPN, MCB . OUTGOING 40 Amp TPN , MCB -2 Nos ,63 Amp TPN MCB - 1 Nos Spare,40 Amp TPN MCB - 1Nos Spare
1
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Earthing with copper earth plate 600x600x3 mm thick including accesssories, and providing masonary enclosure with cover plate having locking arrangment and watering pipe of 2.7 mtr long etc with charcoal/coke and salt as required
1
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P/F C.P.V.C pipe ,having thermal stability for hot & cold water supply ,including all CPVC plain& brass threated fitting , including jointing of pipe with clamp at 1.00 m spacing. this included jointing of pipe & fitting with one step CPVC solvent cement and testing of joint complete as per direction of Engineer in charge. (Internal exposed in wall )20 mm dia
180
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P/F C.P.V.C pipe ,having thermal stability for hot & cold water supply ,including all CPVC plain& brass threated fitting , including jointing of pipe fitting with one step CPVC solvent cement and testing of joint complete as per direction of Engineer in charge. (External exposed in wall )
240
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Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: (15mm dia)
8
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P/F C.P. brass angle valve for cistern , wash basin, Gyeser etc 15mm nominal hole size including cost of all materials, labour T&P etc.
16
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P/F 15mm nominal hole size C.P. stop cocks
8
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Fixing 15mm PVC connection, heavy quality with brass Union including supply of all materials, labour T&P etc. required for proper completion of the work.
8
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P/F in position C.P. brass towel rail complete with brackets including gchases in wall and repairing the same in 1:3 CM complete.
4
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P/F C.P. Brass waste pipe for sink and washbasin in 32mm dia complete, cost of all materials, labour T&P etc.
5
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P/F wash basin with single hole/number of holes for pillar tap with C.I. or M.S. brackets painted white including cutting hole & making good the same but excluding fittings ( 630 X 450cm.)
3
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P/F stainless steel kitchen sink with C.I.bracket excluding cost of other fitting. (Kitchen sink without drain borad size (610 X 510 X 200mm)
2
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P/F 15mm nominal hole size C.P. brass pillar cocks.
6
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Providing and fixing 600x400 mm beveled edge mirror of superior glass (ofapprovedquality) complete with 6 mm thick hard board ground fixed to wooden cleats withC.P. brass screws and washers complete
3
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
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Providing & Fixing water closet Squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S trap, 10 ltr low level white PVC flusing cistern with manually contrilled device (handle lever) confermng to IS : 7231 with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White vetreous china orrisa pattern W.C. pan of size 580 x 440 mm with integral type foot rests.
2
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Providing and fixing white vitreous china pedestal type water closet (Europeantype) with seat and lid, 10 litre low level white vitreous china flushing cistern& C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflowarrangement with specials of standard make and mosquito proof coupling ofapproved municipaldesign complete, including painting of fittings andbrackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
1
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (110 mm diameter) Rain water pipe
68.4
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Providing and fixing on wall face unplasticised - PVC moulded fittings / accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
-
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(a) 110 mm bend
16
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(b) Single tee with door (110x110x110 mm)
16
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 for sewage system
6
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal iameter,totalweight of cover and frame to be not lessthan 116 kg (weight of cover 58 kg and weight of frame 58 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 for sewage system
4
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Providing and fixing soil, waste and vent pipes : 100 mm dia Sand cast iron S&S pipe as per IS: 1729 for bathroom and kitchen upto gully trap and up
110
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Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes (100 mm dia pipe) for bathroom and kitchen upto gully trap and up
60
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Providing, Laying and fixing inj position salt glazes S.W. full round pipe , IS:651 (grade-A) with 1:2 cm with spun yarn or gasket laid under ground over 15cm C.C. 1:4:8 and in cased in proper gradient including excavation of trenches up to 2m depth (150mm dia) For sewage system (Manhole to Manhole)
75
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Proving and Fixing of 40mm gun metal Gate valve with C.I. wheel of approved quality
8
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Proving and Fixing of 20mm dia ball valve (Brass) of approved quality, high or low pressure with plastic floats. Tank
2
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Constructing Septic tank (20 User Size 2.30X1.10X1.80) with brick work in cement mortar 1:4 (1 cement and 4 coarse sand), cement concrete 1:2:4 (1cement, 2 coarse sand, 4 graded stone aggregate 20 mm. nominal size ) in foundations/base, baffle walls in half brick masonary in 1 : 4 (1 cement : 4 coarse sand), RCC slab 1:1.5:3 (1 cement, 1.5 coarse sand, 3 graded stone aggregate 20 mm. nominal size ) 12 mm. thick cement plaster 1:3 (1 cement, 3 Coarse sand ) inside finished with a floating coat of neat cement. The rate includes all necessary excavation in all kind of soils, refilling and disposal of surplus earth with in the site or away from site as directed with out any extra cost including centering, shuttring etc. complete with required Nos heavy duty SFRC type MH/IC covers and frames, vent pipe and all other assessories as directed at site by the Engineer in Charge.
2
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Making soak pit 2.5 m. diameter and 3 m. deep with 45 x 45 cm dry brick honey comb shaft with F.P.S bricks and SW drain pipe complete as directed at site by the Engineer in Charge.
2
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Supplying, instalation, testing and commissioning of grid, intractive roof, top sollar, photo voltaice, power generation system including space frame.
15
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Supplying, instalation, testing and commissioning of passenger lift with power operating center opening doors and AC variable voltage & variable frequency control for 8 No passenger , 1.00 m/s ,G+4 Height
1
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401
1171.88
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled 80-100 kn in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-2 as per T.S.C. 405
703.13
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
703.13
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Providing and applying Prime coat with bitumen (SS-1)using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 502 including cost of bitumen (VG-10)
9375
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Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.4kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10)
9375
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 including cost of bitumen
9375
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Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 including cost of bitumen
9375
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Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge as per SI No-765
2.5
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S/F of km stone sign board, caution Board & H.M. Stones etc
3
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Febrication and erection of X-Regulator gate size 4.50 x 3.00m with rope drum hoist, ist stage and 2nd stage embedments and all other parts as per design and approved drawing.
1
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Boring, providing and installation 600 mm bored cost-in-situ stone column pile for designed proportion of stone grit as per drawing and technical specifications including remobal of excavated earth with all its lifts and leads.
816
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Supplying and mixing of crushed stone aggregrate as per approved mix design proportion size between 63 mm to 2mm and compaction by hammering to desired density to carry a safe working load not less than specified at the bore hole location as directed by Engineer-in-charge.
672
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