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Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
11 Sept 2026, 5:30 pm
- Rajesh Rathor(DFLT)
MUNICIPAL CORPORATION, RAIPUR
CONSTRUCTION OF MAHILA SHANTI GHAR AT RAIPUR, CG
197917
NIT NO:03/RMC/2026 RAIPUR DATED:18 / 08 /2026
RESTRICTED TENDER
WORKS
MIXED PERENTAGE ITEM RATE
MUNICIPAL CORPORATION
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
19 documents required · 19 mandatory
Urban Administration and Development Department (UADD)
WORKS
- Rajesh Rathor(DFLT)
RESTRICTED TENDER
MIXED PERENTAGE ITEM RATE
A B
MUNICIPAL CORPORATION, RAIPUR
TENDER SECTION
COMMISSINOR, MUNICIPAL CORPORATION, RAIPUR
180.00
No
25
197917
11 Sep, 2026 5:30:00 PM IST
17 Sep, 2026 11:30:00 AM IST
19 Aug, 2026 5:30:00 PM IST
NIT NO:03/RMC/2026 RAIPUR DATED:18 / 08 /2026
CONSTRUCTION OF MAHILA SHANTI GHAR AT RAIPUR, CG
206000.00 INR
Fixed Deposit Receipt (OFFLINE)
2
16 Sep, 2026 5:30:00 PM IST
30700000
AS PER NIT
AS PER NIT
AS PER NIT
18
0.00 INR
22d 23h 44m
19 documents required · 13 mandatory · 6 optional
₹0
₹2.1 L
19 Aug 2026
19 Aug 2026
17 Sept 2026
19 Aug 2026
16 Sept 2026
Study Table With 2 Drawers: (MAKE ISIT) Table Top : Made of 25 MM Thick particle board with 2 MM PVC Edge band. Gable End : Made of 25 MM Thick particle board with 2 MM PVC Edge band on Levellers Modesty : Made of 18 MM Thick particle board with 2 MM PVC Edge band. Drawer : Hanging 2 Drawers with multilock and full panel drawer slides provided with finger groove handles for drawer facia
LUXY MBGS ADJ ARMS (ISIT MAKE) * LUXY Medium Mesh Back Revolving Chair * AC 60 Mesh * Fabric Upholstered Cushion Seat * Single Lock Synchro Mechanism * Adjustable Lumbar Support * One Way Adjustable Arms (Height) * 5 Prong Nylon Base with Castor * Gaslift For Height Adjustament
Single Bed Without box (MAKE ISIT) Overall Size:Length - 1950MM L Width - 920 mm Material:Bed Structure shall consist of metal frames made of M.S. Channels in 1.0 mm Thickness.Horizontal plinths and bottom plinth should be made up of 25 mm Thick Prelaminated Particle Board. Head board should be made up of 18 mm thick Pre-laminated Particle board with imported H.D.F. foil wrapped decorative trims fixed to it.Tail board should be made up of 18 mm thick Pre-laminated Particle board with imported H.D.F. foil wrapped decorative trims fixed to it. Side rail should bemade upof 18 mm thick Pre-laminated Particle board with imported H.D.F. foil wrapped decorative trims fixed on to it
BED SIDE STORAGE (MAKE ISIT) Configuration - 1 Drawer on Top + Open shelf below Body - made up of 18MM Thk Prelaminated Particle Board with 2 MM PVC Edge banding Drawer - With full panel drawer slides and Finger groove handle with cam Lock Finish - As per Approved Shade
FRON STORAGE : 3600X 600 X 750 HT (DM ROOM) Specification: The storage top 18mm thick, shutter & sides panel are made of 18mm thick & back panle is made of 09mm thick prelaminated particle board of approved shade. All the edges of storage surface shall be provided with machine pressed imported PVC lipping glued with hotmelt Eva glue free from any VOC.with finger groove handle & suitable lock.All exposed area PVC edge lipping.
CAFE TABLES:1200 x 1050 x 750mm H Make:-isit Table top : Cafeterias - 25mm thk prelaminated particle board with 2mm edge banding finish. . Under-structure is made from metal powder coating with wooden powder caoting. Legs are fixed with height adjustable levellers for leveling, based on floor undulation upto 10mm.
MARS : Make:-isit *Cafeteria Stackable Chair * Polypropylene Seat & Back *Powdercoated 4 Legs *Cushion Seat Colour : Black , White , Red, Orange & Green
CABIN TABLE (MAKE ISIT) MAIN TABLE: 1800W X 750D X 750HT TABLE TOP SIDE COMP STORAGE 2D1F: 1050 X 450 X 640HT Specifications: Table top: Made of 25mm thick prelaminated particle board of approved shade. All the edges of cabin table surface shall be provided with machine pressed 2mm thick imported PVC lipping glued with hotmelt Eva glue free from any VOC. Modesty Panel: 18mm thick 450mm ht plt modesty panel is considered.Wich is machine pressed 2mm thick imported PVC lipping glued with hotmelt Eva glue free from any VOC. Under Structure Support: 25mm thick PLT gable end. Wire Management: 300mm Anodised flip up Made of Aluminum in anodised finish, which has soft closure and three way wire acess & PVC cable dump. Vertebra for wire entry. Side Composite Storage 2D1F: Storage is made of 25mm thick top, 18mm thick prelaminated particle board of approved shade confirming to E1 norms. All the edges of stoarge surface shall be provided with machine pressed 2mm thick imported PVC lipping glued with hotmelt Eva glue free from any VOC. with openable shutters, adjustable shelves, auto closing hinges, locking mechanism, finger groove handles and 2D+1F Drawer unit with Regular locking system.
FROTUNE HB ML ADJ ARMS (GREY) * FROTUNE HIGH Back Mesh Chair * KM Series Mesh * Fabric Upholstered Cushion Seat * Synchro Single Locking Mechanism * Adjustable Lumbar Support * One Way Adjustable Arms (Height) * Nylon Base
CABIN TABLE (MAKE ISIT) MAIN TABLE: 1800W X 750D X 750HT TABLE TOP SIDE COMP STORAGE 2D1F: 1050 X 450 X 640HT Specifications: Table top: Made of 25mm thick prelaminated particle board of approved shade. All the edges of cabin table surface shall be provided with machine pressed 2mm thick imported PVC lipping glued with hotmelt Eva glue free from any VOC. Modesty Panel: 18mm thick 450mm ht plt modesty panel is considered.Wich is machine pressed 2mm thick imported PVC lipping glued with hotmelt Eva glue free from any VOC. Under Structure Support: 25mm thick PLT gable end. Wire Management: 300mm Anodised flip up Made of Aluminum in anodised finish, which has soft closure and three way wire acess & PVC cable dump. Vertebra for wire entry. Side Composite Storage 2D1F: Storage is made of 25mm thick top, 18mm thick prelaminated particle board of approved shade confirming to E1 norms. All the edges of stoarge surface shall be provided with machine pressed 2mm thick imported PVC lipping glued with hotmelt Eva glue free from any VOC. with openable shutters, adjustable shelves, auto closing hinges, locking mechanism, finger groove handles and 2D+1F Drawer unit with Regular locking system.
FORTUNE MBGS ADJ ARMS - Black (ISIT MAKE) * Fortune Medium back mesh chair * Cushion Seat * Synchro Single Locking Mechanism * Adjustable lumbar support * One Way Adjustable Arms ( Height) * Nylon Base
Reference SOR-2015
Providing, fitting and fixing of Roofing Shingles of approved quality including cost of all labour, materials, taxes, royalties, loading and unloading, conveyance, sundries, watering and curing, etc. complete as per the direction of the Engineer-in-Charge.
Supply & installation of ornamental Pink sandstone Cladding, size 18" (L) x 12" (B) x 8" (T), with traditional hand-carved design on top and front face. Material to be high-quality, weather-resistant sandstone with smooth, dressed finish on all sides.Carving to be done by skilled artisans as per approved pattern or sample. Rate to include carving, finishing, loading, unloading.
Supply of MCM Modified Clay Material - MCM Slate Stone - 1200 x 600 mm , thickness 2.5mm to 3mm PHOMI make, as per company standard dimension, pattern, colour as specified, manufactured through unfired patented (Ref: US patent 8505840 B2 & European Patent 2157139) manufacturing technology, bonded together by using low heat temperature and having CE approval with the thermal conductivity of 0.0590 W/M.K — EN 12667 (2001), thermal resistance of 0.0568 M2 K/W— EN 12667 (2001) and Fire Insulation - Class A— ASTM E84- 15.The product should be patented from United States and Europe and with certifications by IGBC, Singapore Green Label and China Green Building material. MCM Materials should be fixed with suitable Cement/ Polymer/Epoxy based adhesive as per adhesive chart and substrate and per directions of Engineer in-charge. Grouting should be done using filling and pointing method as per installation drawing provided, and colour of the grout should be as per the architect’s specification depending on the substrate and as per the direction of Engineer in-charge.
Providing & Fixing of Strainless Steel Name Plate in Gate including all cost of labour, material,conveyance,royality and taxes,sundries, T & P etc. all complete as per direction of engineer- in -charge.
Providing and displaying of Philodendron Oxicodium plant, mounted on moss stick 1.20 m ht., having 3 plants placed at equal distance, well developed with full of fresh & healthy leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge
Providing and displaying of Rhapis Excelsa Palm plant, having ht. 75 cm to 90 cm with 12 to 15 equal suckers, well developed, full of fresh & healthy leaves from bottom to top in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge
Providing and displaying of Phoenix palm plant, having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
Providing and displaying of Araucaria cookie plant, having ht. 1.80 m to 1.95 m, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
Providing and displaying of Areca Palm plant, having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge.
Providing and Displaying Topiary plant of Ficus Bush King well developed with fresh & healthy foliage from Top to Bottom with single piller 60 to 75 cm spread, 210 to 225 cm ht., in 35 cm Cement Tray/Cement Pot as per direction of the officer-in-charge.
GFRP PLANTER-2 (SPPL0124) (1200mm*412mm)
GFRP BENCH-1 (1524mm*760mm)
Supplying, Providing & fixing of Sculpture Traditional Monuments inluding all cost of transportation ,labour etc, as per direction of engineer incharge.
Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. (Make:AREI/WAARE/ORB ENERGY/PANASONIC/APN SOLAR).
Reference SOR-2015
Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
Compacting Original Ground Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
Dry Lean Cement Concrete Sub-base as per IRC:SP- 49 (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller,finishing and curing as per clause 601.)
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications (For other / village roads)
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98- 2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.
Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)).
Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. Take 2/3rd Qty of excavation
Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
Half brick circular tree guard in modular well burnt clay bricks of crushing strength not less than 25kg/ sqcm, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete:
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth.
Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:
Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. Concrete of M25 grade
Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes
Providing and making 12mm thick cement plaster of mix:
Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
Providing and making 6mm thick cement plaster of mix:
Providing and fixing in position precast circular 560mm internal dia SFRC/ R.C.C. manhole cover or cover and frame of approved quality:
Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.
Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.
Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall 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 matching pigment complete.
Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.
Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.
Providing and fixing powder coated aluminium tower bolts (Barrel type) with necessary M.S. screws etc complete.
Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.
Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete.
Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.
Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete.
Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge. .
Providing and fixing factory made 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25mm or less as per requirement with an average wall thickness of 1mm ± 0.3mm. PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19mm x 19mm is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm X 11mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures' specification.
Providing and fixing 35mm thick glazed shutter frames for windows, clerestory windows, ventilators etc. using glass panes including M.S. butt hinges with necessary screws but excluding glass panes. (Area of shutter to be measured without deducting paneling area).
Providing, and fixing M.S. round and square bars with MS flat of required pattern in wooden frames for windows & clerestory windows including applying a priming coat of red oxide zinc chromate primer, welding etc complete.
Ornamental grill
Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring.
Providing and fixing 27.5cm long wire spring for rolling shutters.
Providing and fixing M.S. sheet top cover for rolling shutter
Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer
Applying priming coat on steel work with red oxide zinc chromate primer.
Premium synthetic enamel paint
Painting exterior surface with TEXTURED exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with
On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Providing and applying plaster of paris putty over plastered ceiling surface including scaffolding complete.
Wall painting with acrylic luxury emulsion (plastic) paint of required shade to give an even shade.
Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
SOFT SCAPE
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete
Supplying and stacking sludge at site including royalty and carriage upto 5 km complete
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete
Rough dressing the trenched ground including breaking clods.
Fine dressing of the ground.
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :
C.G.SOR -22.14.1
C.G.SOR -22.14.2
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)
hedges
furns
SITE CLEARANCE TOTAL SITE AREA =0.61 HCTR
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :- i) Girth from 300 mm to 600 mm
Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish up to a distance of 50 meters outsite the periphery of the area)
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section200.
Providing filling and compacting local earth (from approved source pit) in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
BOREWELL(200x150 mm size )
Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre & upto 150 metre depth below ground level.
Rocky strata including Boulders.
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.
150 mm nominal size dia.
Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
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 tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
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 bore well of:
150mm dia
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
150 mm clamp
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).
150 mm dia
Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately).
Gravels of size range 5 mm to 10 mm, over the existing layer of boulders
supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as per specification and IS: 694 (2010). Note: submersible Cable should be rust proof, safe from oil / Grease and under water Chemical / abrasion Resistant.
3H.P vertical submersible pumpset , Head discharge of 65mtr and 3 lps with automatic star delta starter panel
Supplying and fixing of following sizes 'B' class GI pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as per specification.
50mm dia
Supplying and fixing of following sizes 'B' class GI pipe with all necessary Tee's, bends, sockets in the suction/delivery line including cutting and threading etc. as per specification
50mm dia
Supplying and fixing M.S. clamp 50 cm long made of 50mmx5mm thick M.S. Flat for holding the pipes and submerable pump set as per specification.
Supplying and fixing 300 mm dia 2 mm thick M.S. sheet as per specification cover with 3 cm edge in two past on tube well bore pipe
Supplying and laying of approved make stainless steel wire rope of 6 mm dia for support of submersible pump set complete with tying to pump set and pump holding clamp.
BUS COPULER
Incomer - From Transformer(1Nos)
One (1) - 415A,4 pole MCCB, 800A, Adjustable Microprocessor Release, 50KA (with Over current / Earth fault / Short circuit, Neutral Overload ) with Current Metering with display , Last 20 Trip History, Power METERING & CAPABLE FOR COMMUNICATION IN FUTURE shunt trip release,auxilliary contactor and terminals taken out suitable for termination of cable as required. One(1) - Multifunction meter (V,A,KWHr, KW, P, F) (1)set of – 630/5A , 15VA , CL 1.0. CTs One set - Indicating lamp for ON/OFF/Trip and Phase indication with control fuse/ MCB. One(1)- Trip Push Button
Incomer - From DG SYNCRONIZE PANEL set
Outgoing Feeders
Four(4) - Outgoing Feeder Each Comprising of
Four (4) - Outgoing Feeder consist of 03 nos DB & spare each comprising of-
Highmast lighting
SITC of LED Light fitting Exterio Rectangular wall light one down ,IP-65 Wall light 10watt (>3000 Lumen) of make Equivalent to Make:Wipro/Bajaj/ k-Lite/Lighting Tech/Philips/.Havells.
One (1)-Incomer feeders consisting of
5 Nos - 40 Amp 4P MCB Outgoing
Providing and fixing 8 SWG copper wire on surface or in recess for loop earthing along with cables etc as required.
3C X 6 sqmm
3C X 2.5 sqmm
3H.P vertical submersible pumpset , Head discharge of 65mtr and 3 lps with automatic star delta starter panel
4mm2 ,3 core flat copper cable for vertical submersible pump
Nylone rope or plastic coated steel rope
32mm upvc Sch-80pipe
20mm upvc Sch-80pipe
32mm Tee
reducer Tee 32x32x20mm
Ball Valve-32mm
Ball Valve-20mm
Reducer coupler 32x20mm
Ref.No.
Location based signage: The signage structure is a combination of wrought/cast iron pipe structure with sandstone base and iron brackets. Stainless Steel Panel flags with symbol and text digitally H1625-RS printed on micro prismatic retro reflective boards conforming to type XI DG3 (diamond grade) 4000 series. Text language: Odia and English. Text height: Odia 55-60 mm; English 55-60 mm as per drawings & direction of Engineer in charge
Wayfinding signage: Mild steel panels (with/without wrought iron frame) screwed directly on wall. Text printed digitally H1625 -RS printed on micro prismatic retro reflective boards conforming to type XI DG3 (diamond grade) 4000 series. Text language: Odia and English. Text height: Odia 40-45 mm English 40 - 45 mm Century 30 -35 mm. Icon height: 155 -175 mm as per drawings & direction of Engineer in charge.
Story signage: DG3 digital printing series (super high efficiency reflective sheeting) with alphabets/ numerical/ pictorials digitally printed and laminated using 1170c laminate in matt finish. The base corresponds to a specific kind of pedestal i.e. Kani Pista, with three mouldings with 4:5:6 proportion. Concrete structure with text etched and painted on top. Sandstone cladding at the base text. Language: Odia and English. Text height: Heading - 10 mm Supporting text - 8 mm as per drawings & direction of engineer in charge.
Supply and fixing of FRP model Dust-Bin with different Model Like Rabbit, Cartoon, Crocodile, Kangaroo, Panda, Monkey, Etc. with including cost of all labour, T&P material with all taxes complete as per direction of E-I-C. A) 80ltr
Reference SOR-2015
In Mtr.
Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.
Total
Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.:
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)
Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.
M-25 Grade
Footing
Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
Thermo-Mechanically Treated bars of grade Fe-500D or more.
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.
Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
In Cement Mortar 1:6 (1 cement : 6 fine sand)
Providing, and fixing M.S. round and square bars with MS flat of required pattern in wooden frames for windows & clerestory windows including applying a priming coat of red oxide zinc chromate primer, welding etc complete.
Ornamental grill
Applying priming coat on steel work with red oxide zinc chromate primer.
Premium synthetic enamel paint
Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with
On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Providing and Fixing ISMB Section for cow catcher including all materials and labour complete.
Providing and Fixing 150mm dia G.I. Pipe ( TATA Medium) Section for cow catcher including all materials and labour complete.
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3281889808231930421_197917_Mahila Shanti Grih PQ.pdf
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6409558413429721747_197917_APPENDIX 2.pdf
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