Bodoland Territorial Council Tender
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Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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Available Bid Capacity = (N x B) Where:
N = Number of years prescribed for completion of the works for which bids are invited.
B = Value of existing commitments and on-going works to be completed during the next period of completion of the works for which bid is invited. Additionally, the bidder is required to invest a minimum of 25% of the bid value for the work. Other key capacity requirements for bidding on the tender include:
1. Minimum Financial Turnover: 67% of the contract value over the last 5 years.
2. Similar Work Experience: - Option 1: 3 works * 40% of contract value. - Option 2: 2 works * 50% of contract value. - Option 3: 1 work * 80% of contract value.
3. Credit Facility: 10% of the notified contract value.
4. Minimum Cash Investment: 25% of the contract value.
Technical Capacity
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The required prior work experience for the bidder includes:
- Three similar works each costing not less than 40% of the estimated cost of the project
- Two similar works each costing not less than 50% of the estimated cost of the project
- One similar work costing not less than 80% of the estimated cost of the project. Additionally, the bidder should have achieved a minimum financial turnover of 67% of the value of contract/ contracts applied for over the last 5 years. The bidder should also demonstrate availability of personnel with adequate experience as required, and liquid assets and/or credit facilities of not less than the amount indicated, with a minimum of 10% of the notified contract value, and undertake to invest a minimum cash of 25% of the contract value of work during implementation. The bidder's available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years. Proposals for sub-contracting components of the works amounting to more than 10% of the bid price should be provided. The total monetary value of construction work performed during each of the last five years should be provided, along with details of works underway or contractually committed. The minimum annual financial turnover of the contractor should not be less than 67% of the Package Value. The bidder should have completed a total volume of civil engineering construction work performed in the last five years. The bidder should have satisfactorily completed works under Central Govt./State Govt. organization / Central Public Sector Undertaking within the country as mentioned below during the last 5 (five) years ending last day of submission of tender. No specific amount of similar works completed is mentioned, but the bidder should provide information on quantities of work performed in the past, including steel reinforcement, cement concrete, and brick work. The bidder should provide information on their existing commitments and on-going works, including the value of contracts, stipulated period of completion, and value of works remaining to be completed. The bidder should also provide information on works for which bids are already submitted, including the estimated value of works, stipulated period of completion, and date when the decision is expected. The bidder should have evidence of access to or availability of credit facilities, with a minimum of 10% of the notified contract value, certified by the bankers. The bidder should undertake to invest a minimum cash of 25% of the contract value of work during implementation. The percentage of the bid price for sub-contracting components is more than 10%. The bidder should have a valid license for executing Electrical works and Anti-Termite works, or enter into a collaboration/tie-up arrangement with a license holder having requisite experience. The bidder must also be a profit-making one for the last five years. The bidder should demonstrate availability of personnel with adequate experience as required, and liquid assets and/or credit facilities of not less than the amount indicated. The bidder should provide information on major items of construction equipment proposed to carry out the contract, and qualifications and experience of key site management and technical personnel proposed for the contract. The proposed methodology and program of construction should also be included, along with a Quality Assurance Manual (QAM) and other relevant documents. The bidder should provide financial reports for the last five years, including balance sheets, profit and loss statements, and auditor's reports. One undertaking requires the bidder to invest a minimum cash up to 25% of the value of the work during implementation of the contract.
Costs
EMD
₹ 6,47,652Document Cost
₹ 6,500Tender Fee
Refer Documents
Summary
Construction Of Rcc Hostels For Boys And Girls (50 Plus 50) At Diet, Chirang (construction Of Rcc Boys Hostel G 1 With Rc Frame Of The Building At 2nd Floor With Provision For Extension Upto G 3 Level) Under The Directorate Of Scert, Assam. (tn_67_1)
Description
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Contact
Tender Id
2025_BTC_43373_1Tender No
125/ACE/NIT/Infra/BTC/2022-23Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
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BOQ Items
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11.2. Dry brick on edge flooring in required pattern with bricks of class designation 7:5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand; with common burnt clay non modular bricks.
780.02
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2.27. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
234.96
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2.34 Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Footing.
1238.48
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2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion): 2.35.3 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: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
634.25
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4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.31.5. 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
48.95
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4.11. Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
68.87
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4.17. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural-sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
111.31
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5.1 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:. 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
136.7
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5.2. Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, 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: 5.2.2. 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
73.59
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5.3. Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-Ill) derived from natural Sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
284.84
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.
217.96
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5.9.3 Suspended floors, roofs, landings, balconies and access platform.
1293.75
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5.9.5. Lintels, beams, plinth beams, girderes, bressumers and cantilevers.
1261.32
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5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
906.29
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5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
10577.34
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5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
42520.95
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6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1. Cement mortar 1:4 (1 cement: 4 coarse sand).
25.29
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6.4. 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: 6.4.1. Cement mortar 1:4 (1 cement: 4 coarse sand).
266.67
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26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In-Charge. 26.86.7 Frame size 65 x 150 mm.
431.5
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9.5. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately).
9.5.1. Second class teak wood
9.5.1.1. 35 mm thick shutters
55.44
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26.87 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 26.87.2 35mm thick.
118.66
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9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
432.54
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9.53. Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size).
498
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9.70 Providing and fixing IS: 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 9.70.2 100x58x1.90 mm
416
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9.78 Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete.
127
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9.80 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws.
64
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9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 9.96.2. 250x16 mm
82
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9.97. Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 9.97.3. 200x10 mm
246
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9.165. Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
164
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9.147A Providing and fixing factory made uPVC white colour casement/ casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's 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 required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.147A.2 Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9±0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm).
48.06
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9.7.Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40-mm thick: 9.7.7. Float glass panes 9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm).
103.5
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9.148 Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top hung uPVC windows, of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 9.148.1. 250 x 19 x 1.9 mm
172
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9.149. Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete.
88
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10.3. Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
9.6
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10.16. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes
663.47
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10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
72
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10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
1218.13
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8.31. Providing and fixing 1st 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.
398.2
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11.40 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigments etc., complete.
114.66
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11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 11.41A.3 Size of Tile 600 x 1200 mm.
648.13
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11.27 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.
98.29
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11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.3 Dark shade pigment using ordinary cement.
15
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11.55 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in- Charge: 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
2.93
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12.41 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. 12.41.2 110 mm diameter
288
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12.43 Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete. 12.43.2 110 mm
240
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12.46 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms.
32
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12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/ self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontall vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
23.5
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12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete: 12.51.1 Ridges plain (500-600mm)
5.35
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13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix:
13.2.1. 1:4 (1 cement : 4 fine sand)
4887.85
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13.8. 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 13.8.2 1:4 (1 cement : 4 fine sand).
164.09
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13.80 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.
4840.56
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13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: 13.43.1 Water thinnable cement primer.
4840.56
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13.50 Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
315.62
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13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
44.97
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13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 13.61.1 Two or more coats on new work.
413.37
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13.82 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.82.2 Two coats
3395.07
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13.46 Finishing walls with Acrylic Smooth exterior paint of required shade: 13.46.1 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)
1067.86
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22.5. Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
117.94
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17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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: 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid
30
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17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern
14
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17.7. Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: (a) White Vitreous China Wash basin size 550x400 mm with a 15mm CP Brass single hole basin mixer.
24
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17.8. Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back för the reception of pipes and fittings.
24
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17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: 17.10.1 Kitchen sink with drain board 17.10.1.1 510x1040 mm bowl depth 250 mm
1
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17.16A Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer-in-charge
30
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17.31 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.
24
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-
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17.34 Providing and fixing toilet paper holder: 17.34.1 C.P. brass each
30
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17.73 Providing and fixing PTMT towel rail complete with brackets fixed to: 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
24
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18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: 18.22.2 150 mm diameter
24
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17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia
24
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18.8. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.2 20 mm nominal dia Pipes metre
220
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18.8.3 25 mm nominal dia Pipes metre
135
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18.8.4 32 mm nominal dia Pipes metre
42
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18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & 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. External work 18.9.4 32 mm nominal dia. pipes.
60
-
-
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18.9.9 100 mm nominal dia. pipes
40
-
-
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18.15 Providing and fixing brass bib cock of approved quality: 18.15.115 mm nominal bore each
10
-
-
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18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 18.17.2 32 mm nominal
18
-
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18.19 Providing and fixing gun metal non-return valve of approved quality (screwed 18.19.2 32 mm nominal bore 18.19.2.1 Horizontal
16
-
-
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18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 18.51.115 mm nominal bore
10
-
-
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18.16 Providing and fixing brass stop cock of approved quality: 18.16.1 15 mm nominal bore each
42
-
-
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18.56 Providing and fixing PTMT pillar cock of approved quality and colour. 18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms
24
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18.58 Providing and fixing PTMT grating of approved quality and colour. 18.58.2 Rectangular type with openable circular lid 18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round
42
-
-
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18.48 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.
8000
-
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Supply, installation & commissioning of on line iron removal filter plant of flow capacity of approx 2000 ltr./hr for the deep tube well including all necessary pipe line work, civil works and electrical works
1
-
-
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Septic Tank (50 users)
2.6. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
102.78
-
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11.2. Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
27.3
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4.1.Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: 4.1.5. 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural Sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
2.73
-
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5.1. 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: 5.1.2. 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
4.98
-
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5.9. Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete
31.55
-
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5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more In lintel
385.17
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6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1. Cement mortar 1:4 (1 cement: 4 coarse sand).
23.24
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13.9. Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.2 20 mm cement plaster.
146.16
-
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19.18 Supplying and fixing C.I. cover without frame for manholes : 19.18.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.
6
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19.70 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 (zone-III): 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: 19.70.1 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): 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
4
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19.23 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. 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
-
-
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18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & 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. 18.9.9 External work 100 mm nominal dia Pipes
40
-
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External Water Supply Works 23.2. Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part 1), 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. 23.2.1 All types of soil 23.2.1.1 300 mm dla
230
-
-
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23.3. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 23.3.3. 200 mm nominal size dia
150
-
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23.4. 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. 23.4.3. 200 mm nominal size dia
40
-
-
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23.7. 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.
35
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23.10 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 23.10.2 150 mm nominal size dia having minimum wall thickness 5.00 mm
10
-
-
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23.12 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 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.
56
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23.13 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. 23.13.3 200 mm dia
10
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23.14 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. 23.14.3 200 mm clamp
10
-
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Internal and External Electrification Work 1.3. Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class steel conduit, with modular switch, suitable Gi box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 1.3.3. Group C
180
-
-
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1.7. Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1.7.2. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
350
-
-
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1.7.4. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
320
-
-
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1.7.5. 2X 10 sq. mm+ 1 X 6 sq. mm earth wire
280
-
-
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1.7.6. 2X 16 sq. mm+ 1 X 6 sq. mm earth wire
250
-
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2.1. Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 2.1.1. 32 A TP&N
8
-
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2.1.2. 63 A TP&N
4
-
-
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2.5. Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBS (but without MCBS and incomer) as required. (Note: Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 2.5.3. 12 way (4+36), double door.
4
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-
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2.10 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 with connections, testing and commissioning etc. as required. 2.10.1 Single pole
20
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2.10.3 Double pole
40
-
-
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2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.13.1 40A
8
-
-
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2.12.2 63A
8
-
-
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2.15 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.15.2. 40A
6
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-
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5.5. Earthing with copper earth plate 600mm x 600mm x 3mm thick including accessories, and proving masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal/ coke and salt as required.
6
-
-
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5.10. Providing and fixing 25mm x 5 mm copper strip in 40mm dia. GI pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required.
20
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-
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5.13 Providing and laying earth connection from earth electrode with 4.00mm dia. Copper wire in 15mm dia. Gl pipe from earth electrode including connection with copper thimble excavation and re-filling as required.
30
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-
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6.10 Fixing of copper/ GI tape 20mm x 3 mm thick on parapet or surface of wall for lighting conductor complete as required.
50
-
-
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17.2.14 Supplying, installation, testing and commisioning of addressable manual call point complete as required.
14
-
-
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1.24. Supplying and fixing following modular switch/ socketon the existing modular plate and switch box including connections but excluding modular plate etc. as required. 1.24.4. 3 pin 5/6 A socket outlet.
30
-
-
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1.24.5. 6 pin 15/16 A socket outlet
30
-
-
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19.1. Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod; 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMMW) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS: 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise-75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
50
-
-
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1.25. Supplying and fixing two module stepped type electronic fan regulator on the existing modular plates switch box excluding modular plate as required.
50
-
-
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Supply, installation, testing and commissioning of surface mounted LED lights 12W of approved make and specification including connection complete.
80
-
-
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Supply, installation, testing and commissioning of surface mounted batten LED light 22W of approved make and specification including connection complete.
20
-
-
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Supply, installation, testing and commissioning of high speed 380mm sweep following AC exhaust fan of approved make and speficiation including making hole on wall, providing necessary connection and making the wall good as required completed as per diirection of department.
12
-
-
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Supplying, installation, testing and commissioning of IP based 360.00 CCTV system for building security comprising of PTZ/ fixed camera, cabling, digital recording, HD display system with minimum display of 5" x 8" per camera and hardware software support- for indoors only.
360
-
-
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Supply, installation, testing and commissioning of 10HP Monobloc pump with suitable pump controller unit complete in all respect
1
-
-
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Load security to be paid to APDCL
50
-
-
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Supervision connection charges and meter security for 3 phase energy meter to be paid APDCL.
1
-
-
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Construction of peripheral Drain around Hostel building with MS grating cover 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. 2.6.1 All kinds of soil
58.83
-
-
... More
11.2. Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
86.51
-
-
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4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: 4.1.5. 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
6.92
-
-
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6.1 Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1. Cement mortar 1:4 (1 cement: 4 coarse sand).
20.82
-
-
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13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 13.8.2 1:4 (1 cement 4 fine sand)
167
-
-
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10.25 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. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar
754.5
-
-
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Supply and installation of interior furnitures Stainless steel rectanguair dining table with seating chairs (provision for 8 persons)
6
-
-
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Wooden single bed without storage box
40
-
-
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Wooden office executive table (1800mm x 900mm x 750mm)
1
-
-
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Office chair tilting and revolving with armrest
1
-
-
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3 seater waiting chair with armrest of MS ERW tube (Godrej Interio)
3
-
-
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Non revolving and non tilting chair
40
-
-
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Computer table with keyboard pullout tray
40
-
-
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