Tender For Construction Of Mch Wing & Trauma Centre At Bharatpur (Excluding Cost Of Cement & Electric Work)
Tender Value
89.23 Crore
Estimated cost
Bid Submission
17 Sep 2026
3 days left
EMD
1.78 Crore
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharatpur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Mch Wing & Trauma Centre At Bharatpur (Excluding Cost Of Cement & Electric Work)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Sep-2026 | Engineers cost of MCH Wing and Trauma Centre Bharatpur 11092026 | Other | 17-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORK |
| 2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.:All Kinds of soil. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 4 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in . All kind of soil 1.5 M TO 3.0 M |
| 5 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 6 | Carriage of Earth, Sand, Lime, Morrum manure or sludge for 10 K.M. |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 8 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos / Lindane emulsifiable concentrate of 20% |
| 9 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . |
| 10 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 11 | Nominal Mix 1: 4: 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size). |
| 12 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 13 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 14 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 15 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : |
| 16 | Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 17 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 18 | Columns, pillars, posts and struts etc. |
| 19 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) |
| 20 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 21 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. |
| 22 | Add extra for providing richer mixes respectively at all floor levels. Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 23 | Providing and fixing 150 mm wide sheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment. Aluminum fluted strips 2 mm thick |
| 24 | Providing and fixing expansion joint board for building RCC column beams, walls, slab of Polyethylene foam of density 30 to 35 Kg/m3 of Armour Board. |
| 25 | 40 mm Thick |
| 26 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : |
| 27 | Serrated with central bulb (225 mm wide, 8-11 mm wide) |
| 28 | Supplying and providing of two components poly sulphide sealant containing solid contents, confirming to standard specification and approved compatible primer, for priming vertical faces prior to application of poly sulphide sealant including all labour charges for sealing of expansion joints after drill mixing of two components sealing compound. Cleaning and preparation of expansion joint using wire brush sand papering with emery paper and filing with suitable mechanical means. The work includes racking and cleaning of joints, sticking, debonding tape on bottom of joint, applying primer on edges, using masking tape on edges, providing of sealant and removal of masking tape immediately after providing sealant in joint. |
| 29 | To vertical joint between RCC columns, bricks & stone masonry in size 40 mm width and 12 mm depth, including providing back up material (Thermocoal foam) if required. |
| 30 | To joints in flooring, as per drawing with first layer of poly sulphide sealant in size 20 mm width and 10 mm depth over PE Foam and then providing polyethylene foam back up rod 25 mm dia size and finally providing another layer of poly sulphide sealant in size 20 mm width and 10 mm depth over P.E. back up rod as per application procedure and direction of Engineer-in-charge. |
| 31 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 32 | Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 33 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: |
| 34 | Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 35 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : |
| 36 | Sand or other approved stone 25mm thick. |
| 37 | Providing and fixing of double leaf steel shutter for cupboard, the frame is made of pressed steel ISI section 80x25 mmx 1.25 mm thick with 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate and spray painting in approved shade with deco paint of approved quality complete as per direction of Engineer In Charge |
| 38 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. |
| 39 | Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour) |
| 40 | Above 3601 Cm2 Slabs |
| 41 | South Zed Black |
| 42 | Above 3600 Cm2 Slabs |
| 43 | Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite/Kota Stone Work |
| 44 | Full edge moulding |
| 45 | half edge moulding |
| 46 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete |
| 47 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). |
| 48 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). |
| 49 | Providing and fixing 75 mm wide Decorative Border in different shades and in all coloures in glazed tiles laid over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete. |
| 50 | P & F 1st quality Heavy Duty Vitrified glazed MAT tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 includinggrounting the joints with white cement and matching pigment etc complete. 600 mmx600 mm |
| 51 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' : |
| 52 | 35 mm thick . |
| 53 | Commercial Veneer both side |
| 54 | Providing & Fixing mica of approved make for inner/outer side of shutters with fevicol & nails complete as per approved by engineer in charge. 0.8mm thick mica |
| 55 | Extra for cutting rebate in flush door shutters for making double leaf shutter(Total area of the shutter to be measured). |
| 56 | Extra for providing vision panel not exceeding 0.1 Sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) : |
| 57 | Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. |
| 58 | Providing and fixing bright finished Mortice lock of approved make Godrej or equivalent with pair of CP handles for doors with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. |
| 59 | Providing and fixing wall panelling using soft wood frame of size 50x25mm @600 mm c/c in both directions duly treated with anti-termite treatment making grooves painting of grooves specification and drawing using : |
| 60 | ISI 9 mm teak ply one side BWR |
| 61 | 12mm thick Acoustical Board |
| 62 | Providing and fixing 50 mm thick resin bounded glass wool 32 kg/cum density wrapped in julities cloth bag (box type) and held in position using chicken mesh |
| 63 | Providing and fixing Hassian cloth of approved colour and texture over soft wood frame glass wool & fibre glass tissue paper |
| 64 | Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: |
| 65 | 20 mm. |
| 66 | Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : |
| 67 | Profile C |
| 68 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. |
| 69 | Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide. |
| 70 | Extra for providing D type pipe head as top of hand railing |
| 71 | Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. 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 outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment). |
| 72 | Providing & fixing ball bearing for rolling shutters |
| 73 | Providing and fixing stainless steel 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (A) Grade 304 |
| 74 | Making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges and making and finishing the out let complete. |
| 75 | Crazy marble stone flooring 20mm thick marble stone with black or of specified colour topping including filling the gaps with cement marble chips mix in proportion of 4 : 7 (4cement : 7 white black or white or black marble chips) size from 1mm to 4mm by volume and under layer of 25mm thick cement concrete [1:2:4, graded stone aggregate 12.5mm nominal size] rubbing and polishing and cement slurry etc. complete :In ordinary cement. |
| 76 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 77 | For area of each slab from 2001 to 5000 Sq.Cm |
| 78 | Kota stone slabs 25 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 |
| 79 | For area of each slab from 2001 to 5000 Sqcm |
| 80 | Extra for Mirror polishing on terrazzo/Kota stone work where ever required to give high gloss finish complete. |
| 81 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : |
| 82 | 20mm thick. |
| 83 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : |
| 84 | 12mm thick. |
| 85 | 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3-fine sand) |
| 86 | Making grooves as per design in plaster 10mm to 20mm wide. |
| 87 | Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mm and 10 mm thick as per approved design |
| 88 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats) |
| 89 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: |
| 90 | Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 91 | Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision |
| 92 | Trowel Finish av. thickness 1500 to 2000 microns |
| 93 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 94 | Two or more coats on new work |
| 95 | Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in – charge .(Glazing and paneling to be paid for separately). |
| 96 | For fixed portion. Polyester Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 97 | For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). Polyester Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 98 | Extra for shutters of sliding aluminum windows |
| 99 | Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge.Prelaminated particle board with decorative lamination on both sides. |
| 100 | S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. |
| 101 | Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, Y and H aluminium section (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. Polyester Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 102 | Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item.) |
| 103 | With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) |
| 104 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. With stainless steel cover plate. |
| 105 | Filling the gap upto 5 mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 106 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 107 | Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. |
| 108 | Providing and fixing tiled false ceiling of approved materials of size 595X595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams per sqm both side inclusive ) consisting of main “T” runner with suitably spaced joints to get required length and of size 24X38 mm made from 0.30 mm thick (minimum) sheet spaced at 1200 mm center to center and cross “T” of size 24X25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200X600 mm and secondary cross “T” of length 600 mm and size 24X25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200X600 mm panel to form grids of 600X600 mm and wall angle of size 24X24X0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 X 37 X 25 X 1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 X 30 X 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 109 | GI Metal Ceiling Lay in perforated Tegular edge global white colour tiles of size 595x595mm and 0.5 mm thick with 8 mm drop made of GI Sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation and backed with a black Glass fiber acoustical fleece. |
| 110 | Providing and fixing of Un perforated Antibacterial Metal Tile Ceiling System comprising of Tile of 600mm wide and 600mm long manufactured out of 0.7mm thick aluminium alloy 3105 with beveled edge of 4.15mm width height of 32mm. The Tile will be manufactured on advanced equipment that includes several leveling stages in the manufacturing process by approved manufacturers. Tile ends will be raised with pips and slops to ensure positive engagement into the spring to enable for de-mounting of individual panels. The Tile sides will be sufficiently high to ensure a minimum deflection across the length of Tile. All Tiles will be bevel edged. The Tile shall be epoxy polyester powder coating with ANTIBAC in white colour which is in compliant to ROHS directive. The Tile shall be cllpped into clip in rail of 0.5mm thick GI. in form of a grid system using a cross connector. The clip in rail shall be supported from slab by means of rigidSuspension of 4mm G .I rod, Hold on Clamp with Clip. POWDER COATING SPECIFICATION: Aluminium PANELS, cleaned through eco friendly cleaning ,process and powder applied through electrostatic charged AutomaticCarona technology spray guns and cured in combination of Infrared & hot air oven in a certified plant as Akzo International approved applicator . The powder isconforming with the performance requirements of the AAMA2603.02 & Qualicoat Claa 1 specifications. The coating thickness will be minimum 60 microns withproperties of Salt Spray of 1500 hrs in exposure in SST Cabinet with Minimum blister rating 8. (Tensile strength of suspension-344/413 mpa and fastnerstrength-110kg) All Ceiling Panels shall adhere to GreenPro Certifications. |
| 111 | Providing and fixing Structural glazing work with toughened glass of 6mm thick and reflective colour as approved in dark shade like Blue/Dark Blue etc. with frame work of curtain section 65x60mm (Weight 1.64 kg/m min.) made of aluminium with chrome plating. Internal frame work will also be of curtain section 65x60mm of chrome plated aluminium section with20x20mm aluminium tube section and structural spacer made of rubber. The aluminium frame work size as per instruction of Engineer-in-charge and including openable panels with all necesary sections and fitting.The work include silicon structural adhesive for complete gripping of glass with framing members and silicon weather seal sealant to prevent moisture/water through joints. Glass will be fixed in plumb and with uniform spacing of 10-12mm wide duly filled with silicon weather seal sealant. The work includes all labour,scaffolding , structural aluminium work, toughened glasses,silicon weather seal sealant, silicon structural adhesive structural spacer, all accessories like handles, peg stays, M-15 grade cement concrete for fixing holdfast .(Face area of glass shall be measured) |
| 112 | Providing & Fixing double glazed units at all floors in existing aluminium windows, using of hermetically sealed ( with primery sealant - Butyl & secondary sealant - Silicone or Polysulphide) 24mm thick , double glazed unit (DGU) with outer glass as 6mm thick, Soft coated silver layered reflective, low e toughened glass of approved make . Inner glass should be 6mm toughned clear glass of approved make (Iron content <1000 PPM). Both the glasses to be separated by an Aluminium spacer to create a 12mm gap which would be air filled . Moleculer sieve Desiecant to be used to fill the Aluminium Spacer. ( Measurement for payment shall be from one side of unit as per actual size) DGU specifications shall be as follows Maximum U value - 1.8 W/Sqm Dg C Maximum SHGC - 0.24 Minimum VLT - 36.00% |
| 113 | Providing and Fixing Chiken wire mesh at the joint of masonry members/ R.C.C. Members with Nails complete in all respect. |
| 114 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. |
| 115 | 5.0mm thick (Wt. 8.4 Kg./Mtr. Sq.) |
| 116 | Extra for corrugated Fiberglass Reinforced Plastic (FRP) (2.5\\" /4.2\\"/6\\") or step down (2.5\\" /4.2\\"/6\\") as specified. |
| 117 | Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. |
| 118 | Hot finished seamless type tubes. |
| 119 | Providing Solid PVC false Ceiling consisting of 600mm x 600mm, 5mm (±0.25) thick Plain embossed PVC sheet of Density 600 Kg /Cbm Manufactured by an ISO-9001-2015 certified Company, used as panel insert in a frame work made using powder coated aluminum T- section of sizes 1” x1”( 25x25mm, 19 gauge or 1mm thick ) in square pattern of grid sizes of 2‟x2‟( 600x600mm ). The aluminum framework is supported from the ceiling with the help of 'J' hook and G.I. wire / 6mm M.S. rods of required sizes to maintain proper level etc. The aluminum framework is supported on side wall with the use of aluminum L-section of size 1”x1” ( 25x25mm ) angles etc. Complete as per direction of Engineer-In-charge, manufacturer‟s specification & drawing. |
| 120 | P/F wall mounted 600mm long grab bar as approved design, made of 35mm stainless stell pipe having anti-bacterial Nylon surface with contour finish for better grip. Grab bar should be mounted on wall at height of 800mm from the finish floor level complete in all respect as per Harmonized guidline & Satification of Engineer-in Charges. Make Cera (B2210106) |
| 121 | Providing & Laying Tactile tile (for vision impaired persons is standard of size 300x300x20mm and confirming to IS 1231 of 1980 (Re affirmed in 2006) in all colours & sheds further product should confirm ASTM 303 for shad resistance and DIN51099 for colour fastness etc. laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 course sand) in all shapes & patterns including grouting the joint which white cement mixer) will matching pigments etc complete is per direction of Engineer-in-charges. Grade M 30 |
| 122 | Grading roof for water proofing treatment with water proffing compound .Cement mortar 1:4 (1cement : 4 coarse sand) |
| 123 | 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) Medium shade using approximately 50% white cement and 50% ordinary cement. |
| 124 | Providing and laying APP (Atactic Polypropylene Polymer)modified prefabricated five layer 3mm thick water proofingmembrane, black finished reinforced with non-wovenpolyester matt consisting of a coat of bitumen primer forbitumen membran @ 0.40 Itr/sq.mt. by the same membranemanufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity70-160 cps. Over the primer coat the layer of membrane shallbe laid using Butane Torch and sealing all joints etc., andpreparing the surface complete. The vital physical andchemical parameters of the membrane shall be as under Jointstrength in longitudinal and transverse direction at 23°C as650/450N/5cm. Tear strength in longitudinal and transversedirection as 300/250N. Softening point of membrane not lessthan 150°C. Cold flexibility shall be upto -2°C when tested inaccordance with ASTM, D-5147. The laying of membraneshall be got done through the authorized applicator of themanufacturer of membrane.3 mm thick |
| 125 | Providing and fixing 14 mm thick Acoustical with fine fissured tiles/ Mineral fibre high density tiles with butt edges false ceiling tiles of size 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections ( galvanized @ 170 gsm/sqm.) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm center to center and cross “T” of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to Sqm 1063.00 form grids of 600x600mm and wall angle of size 21x21x0.30 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats fixed to ceiling with 6 mm dia and 50mm long dash fasteners, 4mm GI adjustable rods with galvanised level clips spaced at 1200mm center to center along main T, bottom exposed width of 24mm of all Tsections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-Charge. ( The tiles should of 90 % RH avg. NCR 0.55 light reflectance> 80% thermal conductiveity K = 0.052-0.057 w/m K colour white. Fire performance class 0/class I(BS 476) with warranty against sag) |
| 126 | Providing and installation of Poly Carbonate Sheet roofing over existing steel framing as per drawing and design including fixing with non-corrodible nuts and water proof washers as per instruction of Engineer-in-charge 10 mm thick |
| 127 | Providing and Fixing Aluminium composite panel of approved make 3mm thick with 0.5mm thick skin & PVDF coated approved shade for wall panelling. Main framing work to be done using 50mmx25mmx1.6mm tubular section of approved make. Stainless steel screw to be used to fix the ACP panel to be fixed to the main frame with industrial adhesive tape and panel groove to be sealed with weather proof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by Engineer-in-charge |
| 128 | Supplying & Filling in plinth with locally available river shingle/good earth under floors including watering ramming consolidating and dressing complete including cost of Locally available good earth |
| 129 | Add extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured) |
| 130 | Providing ,arranging and erecting 50mm dia M.S. pipe cup lock shuttering arrangement above the ground level upto the height given below. The girding arrangement of cup lock system should have 2.50 meter 3.00 meter long coupling pipes and 0.90mt long lacer pipe (Horizontal bracing pipes) reconnected in both ways so as to make a square grid of size 0.90x0.90 meter in plan. The Horizontal bracing and lacer pipes should have a maximum spacing of 1.50 meter c/c both ways. The bottom of the coupling pipe must rest over a firm support at ground. the shuttering plates of 900mmx600mm size duly braced by angle supports and should rest over 50mmx50mm size wooden logs supported by 75x40x6mm size channels and U-Jacks made of M.S.25mm dia steel bars with adjustable thread and lock arrangement placed at a spacing of 0.60 meter c/c. The whole arrangement should be duly shored from ground by U-Jacks and lacer pipes to prevent any lateral movement during casting of slabs. Additional support as per direction of engineer in charge are also to by provided wherever felt necessary. The work would include transportation of material erecting the whole grid structure, bracing both way, shoring, leveling of shuttering and removal of form work complete as per direction of Engineer in charge for all the floors upto the height of:- Upto 9.14 meter height |
| 131 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir,sewage and water treatment plant , tunnels/subway and bridge deck etc. at the time of transporting of concrete into the drum of ready mix truck ,using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete or higher as recommended by the manufacturar's specification in reinforced cement concrete at site of work. the material shall meet the requirements as specified in ACI-212-3R 2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self healing of cracks upto a width of 0.50 mm. the work shall be carried out all complete as per specification and the direction of engineer in charge. the product performance shall carry guarantee for 10 years against any leakage. |
| 132 | Providing and applying integral crystalline slurry of hydrophilic in nature for water proofing treatment to the RCC structure like retaining walls of basements,water tank, roof slab,podiums,reservoir,sewage & water treatment plant, tunnels subway and Bridge deck etc, prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry: 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry: 1 parts water) for Horizontal surfaces and apllying the same from negative(internal) side with the help of synthetic fibre brush.the material shall meet the requirements as specified in ACI-212-3R 2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self healing of cracks upto a width of 0.50 mm. the work shall be carried out all complete as per specification and the direction of engineer in charge. the product performance shall carry guarantee for 10 years against any leakage. |
| 133 | For vertical surface two coats @ 0.70 kg per Sqm |
| 134 | For horizontal surface one coat @ 1.10 kg per Sqm |
| 135 | Providing and applying swell able type water stop tape,19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the reataining walls etc. after cleaning the surface , one coat of required primer for swell able water stop tape shall be applied throughout the length of joint @ 3.78 litr per 240 running meter. over the primed surface swell able water stop tape shall be placed. the work shall be carried out all complete as per specification and the direction of engineer in charge. the product performance shall carry guarantee for 10 years against any leakage. |
| 136 | Providing and applying crystalline mortar by mixing in the ratio of 4.5:1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joint, cracks, tie rod holes, and spelled and honey combed surface of RCC underground structures like basement,water tanks, bridge decks etc. to ensure water tightness . The crystalline mortar shall confrom to the EN 1504-3 having compressive strength Class R4/45 Mpa and adhesive bond strength class R3/1.5Mpa.the work shall be carried out all complete as per specification and the direction of engineer in charge. the product performance shall carry guarantee for 10 years against any leakage. |
| 137 | for sealing cracks and faulty construction joints, routed out / making U-shaped groove size 25x25 mm and then primed the area with integral crystalline slurry @ 0.05 kg/ running meter and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running meter. once crystalline mortar touch dry then finally applied two coats of integral crystalline slurry @0.05 kg/running meter per coat. |
| 138 | for patching of tie rod holes , prepared tie rod hole surface and then primed the area with integral crystalline [email protected]/Sqm and while the surface is tacky repair and the filled the tie rod holes with crystalline mortar @0.040 kg per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040 kg to fill the hole |
| 139 | Providing and applying integral crystalline (dry shake) of hydrophilic in nature for water proofing treatment to the RCC structure like basement raft , foundation slab, sewage and water treatment plant slab, warehouse floor, parking structures and water tank base slab etc. sprinkled @ 0.60kg per Sqm or higher as recommended by the manufacturars specification over the lean concrete of above cited structures . the material shall meet the requirements as specified in ACI-212-3R 2010 i.e. by reducing permeability of concrete by more than 85% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self healing of cracks upto a width of 0.50 mm. the work shall be carried out all complete as per specification and the direction of engineer in charge. the product performance shall carry guarantee for 10 years against any leakage. |
| 140 | Random rubble dry stone Kharanja under floor |
| 141 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand |
| 142 | Supply and fixing 3.2 mm thick anti static vinyl flooring as per sample approved by Engineer Incharge . The flooring must be freee pre -grooved for heat conforming to ASTM-F-1700 & ASTM-F-150 including making ground connection between Static control flooring and external grounding system. Complete as required by Engineer Incharge . |
| 143 | Providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS 2095- Part I at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting. |
| 144 | SANITARY WORK |
| 145 | P & F Indian type white glazed vitreous china 1 st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 530x410mm |
| 146 | P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor |
| 147 | P & F White Vitreous China Double Syphonic European W.C. (I.S:2556Mark) with mounted W.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. |
| 148 | P & F water closet Seat Covers with brass hinges complete : |
| 149 | -do- White. |
| 150 | P & F C.P. lugs for toilet seat cover. |
| 151 | P & F Ist quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. complete. |
| 152 | Flat Back (large) or half stall size 610x400x80mm. |
| 153 | P & F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm. |
| 154 | Makrana 'Adanga' or Raj Nagar ISt Quality White or Andhi Indi-Italian marble. |
| 155 | P & F Low level Flushing Cistern of 10 litres capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall : |
| 156 | PVC with PVC bend as per IS : 7231 . |
| 157 | P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make. |
| 158 | For 1 Urinal |
| 159 | P & F C.P. brass Urinal Spreader for stall urinal of approved make. - DO SYNETHIC (PTMT) |
| 160 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : |
| 161 | Size 510 mm x 400 mm |
| 162 | Size 550 mm x 400 mm dia for counter top. |
| 163 | P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor : |
| 164 | 1.0 mm thick stainless steel AISI -304 & IS 13983-1994 kitchen sink of approved make as per Engineer-in-charge with large waste coupling.37 x 18 x 7 17x15x7 (with drain board) |
| 165 | P & F kitchen & Lab Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up to floor level complete including cutting and making good the wall & floor : |
| 166 | WVC Lab Sink (IS:2556 Mark) size 530x430x180 mm. |
| 167 | P & F Bottle Trap of approved make |
| 168 | C.P. Brass 40 mm |
| 169 | P&F waste coupling with fitting of approved quality/ make : |
| 170 | -do- 40mm dia |
| 171 | P&F Beveled edge mirror of special glass of appd make (Atul/equivalent) complet with 6mm thick asbestos cemetn sheet ground fixed to wooden scrwes & washers. |
| 172 | Other sizes |
| 173 | P&F towel rail or ring of approved quality /make: |
| 174 | C.P. brass Towel Rail elbow type with concealed screws size 450mm (Heavy duty). |
| 175 | Synthetic Material(PTMT) of approved quality/make size 525 x90 x 75mm |
| 176 | P&F Grating of approved quality/ make |
| 177 | Stainless steel sheet size 125mm dia |
| 178 | P&F liquid soap contained with brackets complete of approved make : |
| 179 | C.P. brass |
| 180 | P&F toilet paper holder with rod of approved quality/ make. (IS : 2556 Marked ) |
| 181 | C.P. brass |
| 182 | P&F Soap dish or tray of approved quality/ make. (IS : 2556 Marked) |
| 183 | C.P. brass heavy and superior quality. |
| 184 | P&F Shower arm 15mm dia of approved quality/ make. |
| 185 | -do- size 370mm -do- |
| 186 | P&F Bath shower of approved quality/ make . |
| 187 | C.P. brass of Heavy & superior quality, revolving with adjustable key 150mm. |
| 188 | P&F extension pipe for bib cocks of approved quality/ make: |
| 189 | C.P. brass of Heavy & superior quality 50x15mm |
| 190 | -do- 100x15mm |
| 191 | P&F Jet spray for water closet with C.P. copper tube flange of approved make |
| 192 | Providing and fiixng C.P. flange for 15mm dia tap.s |
| 193 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) 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.,) |
| 194 | 15 mm nominal outer dia pipes |
| 195 | 20mm nominal outer dia pipes |
| 196 | 25 mm nominal outer dia pipes |
| 197 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) |
| 198 | 32mm nominal outer dia pipes |
| 199 | 40 mm nominal outer dia pipes |
| 200 | 50 mm nominal outer dia pipes |
| 201 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included 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). |
| 202 | 25 mm nominal outer dia pipes |
| 203 | 32mm nominal outer dia pipes |
| 204 | 50 mm nominal outer dia pipes |
| 205 | P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete : |
| 206 | Brass wt.Not less than 400 gm, 20mm. |
| 207 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. |
| 208 | C.P. Inlet connection 15 mm Brass (IS:8931 marked). |
| 209 | P & F 15 mm. Dia Connection pipe of approved quality/make: |
| 210 | (-do-) 450mm. |
| 211 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 212 | Gun-metal 15mm nominal bore. |
| 213 | Gun-metal 25 mm nominal bore. |
| 214 | Gun-metal 32 mm nominal bore. |
| 215 | Gun-metal 50 mm nominal bore. |
| 216 | P & F Gun-metal Non-return Valve or Check Valve (IS:Make) of approved make, superior quality : |
| 217 | 25mm nominal bore. Horizontal |
| 218 | 32mm nominal bore. Horizontal |
| 219 | 50 mm nominal bore. Horizontal |
| 220 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: |
| 221 | 500 litres capacity. |
| 222 | 1000 litres capacity. |
| 223 | 2000 litres capacity. |
| 224 | 5000 litres capacity. |
| 225 | Hoisting Charges for each floor : |
| 226 | For items 2.26.1 to 2.26.4 |
| 227 | For items 2.26.5 to 2.26.8 |
| 228 | Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : |
| 229 | 20mm dia nominal bore |
| 230 | 25mm dia nominal bore |
| 231 | 32mm dia nominal bore |
| 232 | 50mm dia nominal bore |
| 233 | P & F Pilllar Cocks (IS :8934 Mark) of superior quality and approved make:C.P. Pillar cock, Swan-neck with casted spout, 15mm nominal bore. |
| 234 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:C.P. Brass bib cock,15mm nominal bore. |
| 235 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: (-do-) Long nose, 15mm nominal bore weight not less than 810 gm |
| 236 | Angular stop cock with long thread 15 mm nominal size |
| 237 | P & F Stop cock (IS:8931 Mark) superior quality & of approved make : -do- Concealed Stop Cock 15 mm. |
| 238 | Providing and fixing Superior quality CP Brass fittings of approved make as per direction of Engineer-in-charge |
| 239 | Central hole basin mixer |
| 240 | Double coat hook |
| 241 | Sink cock with swinging casted spout (table mounted ) 15 mm nominal size |
| 242 | 190 mm rain shower |
| 243 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 244 | 200mm dia |
| 245 | 250mm dia |
| 246 | 300mm dia |
| 247 | 400mm dia |
| 248 | Providing and laying plain cement concrete M15 grade (using mechanical concrete mixer) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for all type of pipes of following sizes, including compaction, curing, form work, etc complete as per drawing and/ or as directed by Engineer |
| 249 | 200mm dia internal diameter |
| 250 | 250mm dia internal diameter |
| 251 | 300mm dia internal diameter |
| 252 | 400mm dia internal diameter |
| 253 | Providing & fixing S.W. square mouth Gully trap `A` grade (IS 651-1992 marked) of approved make & design in existing man-hole. |
| 254 | Size 100 X 100mm |
| 255 | Size 150 X 100mm |
| 256 | P & F Square-mouth gully trap `A` grade (IS :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. |
| 257 | Trap size 225 X 150 mm, ferrow cement cover with frame Internal Chamber size 450 X 450mm. |
| 258 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 259 | 110 mm dia |
| 260 | 160 mm dia |
| 261 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 262 | Coupler (socket) |
| 263 | 110 mm dia |
| 264 | 160 mm dia |
| 265 | Plain Tee |
| 266 | 110mm dia |
| 267 | 160mm dia |
| 268 | Door Tee |
| 269 | 110mm dia |
| 270 | 160mm dia |
| 271 | Door 'Y' |
| 272 | 110mm dia |
| 273 | 160mm dia |
| 274 | Bend 45 |
| 275 | 110mm dia |
| 276 | 160mm dia |
| 277 | Bend 87 .5 |
| 278 | 110mm dia |
| 279 | 160mm dia |
| 280 | Door Bend (Top Side) |
| 281 | 110mm dia |
| 282 | 160mm dia |
| 283 | Vent Cowel |
| 284 | 110mm dia |
| 285 | 160mm dia |
| 286 | Pipe Clip |
| 287 | 110mm dia |
| 288 | 160mm dia |
| 289 | Plain floor trap |
| 290 | 110mm dia |
| 291 | Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. |
| 292 | Depth up to 0.5 M |
| 293 | Add extra over item 3.21.1 for every additional 0.10m depth above 0.5 m depth. |
| 294 | Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design : |
| 295 | Depth up to 1.5 M |
| 296 | Add extra over item 3.20.1 for every additional 0.10m depth above 1.5 m depth . |
| 297 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. |
| 298 | Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame. |
| 299 | -do- size 600 x 450mm depth upto 0.5 M Cement cover with frame. |
| 300 | Construction of Cement Concrete Chamber 125mm dia. : Stainless Steel Sheet Grating |
| 301 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 302 | 75 mm dia |
| 303 | 110 mm dia |
| 304 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 305 | Coupler |
| 306 | 75mm dia |
| 307 | 110mm dia |
| 308 | Single Push Fit Coupler |
| 309 | 75mm dia |
| 310 | 110mm dia |
| 311 | Bend 45 Dg. |
| 312 | 75mm dia |
| 313 | 110mm dia |
| 314 | Single 'Y' |
| 315 | 75mm dia |
| 316 | 110mm dia |
| 317 | Single 'Y' with Door |
| 318 | 75mm dia |
| 319 | 110mm dia |
| 320 | Socket Plug |
| 321 | 75mm dia |
| 322 | 110mm dia |
| 323 | Single Tee |
| 324 | 75mm dia |
| 325 | 110mm dia |
| 326 | Single Tee with Door |
| 327 | 75mm dia |
| 328 | 110mm dia |
| 329 | Nahni Trap with Jali 4” |
| 330 | 110mm dia |
| 331 | Gully Trap |
| 332 | 110mm dia |
| 333 | Nahni Trap with Jali 3” |
| 334 | 75 mm dia |
| 335 | Vent Cowel 110mm dia |
| 336 | Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : |
| 337 | 250mm dia Internal |
| 338 | 300mm dia Internal |
| 339 | Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with \\"code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping. RAIN WATER HARVESTING |
| 340 | 200 mm nominal bore |
| 341 | Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. |
| 342 | Diameter 900 mm |
| 343 | Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness |
| 344 | Diameter 900 mm |
| 345 | Supply & lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc. |
| 346 | Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent at top complete as per direction of Engineer incharge. |
| 347 | Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids |
| 348 | Size 9 to 12 mm |
| 349 | Size 3 to 5 mm |
| 350 | Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. |
| 351 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200mm-do-. |
| 352 | Providing & fixing Spun –Centrifugally cast Iron Pipes (IS : 3989 Mark ) of Approved make in wall or in floor with M.S. Holder bat clamps in 10 X 10 X10 Cm. M-15 Grade concrete blocks, joints filled with CM 1:4 with spun yarn including cutting holes and making good the wall:- |
| 353 | 75 mm dia |
| 354 | 100 mm dia |
| 355 | Providing & fixing Spun –Centrifugally cast Iron Pipes fitting (IS : 3989 Mark ) in CM 1:4 with spun Yarn. |
| 356 | 75mm w/o door |
| 357 | Socket |
| 358 | Cowel |
| 359 | 100 mm –do- |
| 360 | Socket |
| 361 | Cowel |
| 362 | Making of hole in R.C.C. slab/wall/beams and masonary wall (width up to 450 mm) by core cutting machine complete as per direction of EI From diameter 100mm to 150mm |
| 363 | Providing & fixing C.I. Saddle pieces 100mm dia with nut & bolt & washer & Rubber Gasket complete as per direction of engineer in charge |
| 364 | ROAD WORK |
| 365 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000m as per MoRTH Specification Clause 301.3 |
| 366 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 367 | Carriage of Earth, Sand, Lime, Morrum manure or sludge for 10k.m |
| 368 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. |
| 369 | For Grading-II Material |
| 370 | 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 25mm, aggregate cementration ot to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, 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. |
| 371 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately) |
| 372 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. |
| 373 | 300MM Dia Internal |
| 374 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet duly stove enameled paint white colour infront and grey colour on back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47mmx47mm of 12SWG square tube of 3050 mm height duly strengthened by 25mmx5mm MS flat iron one dges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board |
| 375 | Provision of 15nos. Rumble strips covered with pre mix bitumin ouscarpet, 15 20mm high at centre, 250 mm wide placed at 1m centre-to-centreat approved locations to control speed, marked with white strips of road marking paint as per MoRTH Specification Clause 803 |
| 376 | Providing and fixing PVC Bump Speed Breakers size 350mmx250mmx 50mm fitted with key hooks complete with labour material and traffic diversion arrangements. |
| 377 | Marking Centre Line and stop lines etc. on road as per IRC patter with thermo plastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature160\\"C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements |
| 378 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80mm as per drawings and as per IS15658:2006. and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30Mtrx0.30Mtrx0.15 Mtr Edge Blocks. Category'C': Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 |
| 379 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction o fshoring and bracing, removal of stumps and other deleterious material and disposal upto leadof50m,dressingofsidesandbottomandbackfillingintrencheswith excavated suitable material |
| 380 | Ordinary soil ( up to 3.0 mtr depth |
| 381 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specification sClause 1702, 1703, 2102 & 2104 |
| 382 | P.C.C grade M 10 |
| 383 | For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar |
| 384 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specificationasperMoRTHSpecification:Section1500,1700& 2100 including form work at any level. |
| 385 | For All Rajasthan except Hanumangarh |
| 386 | R.C.C. grade M25 |
| 387 | Supplying, fitting, andplacingTMTbar reinforcement (Primary Steel) inFoundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 388 | Providingand fixingof ReinforcedFerro cement Drain cover designed for class \\"AA\\" loading dulymarked on cover with adequatesteel reinforcement having thickness75mmto150 mmVanti-corrosivebitumeVpainted plate Rim and on M.S. liftinghooksadmixturelikeplasticizerbondimprovingcompound shrinkageresistancecompoundabrasionresistant completeas per approved design etc. fordrainOpeiningSize701to1200mmStandardDrainCover Size 1500mm x 600mm x 125mm |
| 389 | BOUNDARY WALL WORK |
| 390 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 391 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 392 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 393 | M15 grade Nominal Mix 1: 4: 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20mm nominal size). |
| 394 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 395 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 396 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: |
| 397 | Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 398 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 399 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : |
| 400 | 20mm thick. |
| 401 | Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mm and 10 mm thick as per approved design |
| 402 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats) |
| 403 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: |
| 404 | Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 405 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. |
| 406 | Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra) |
| 407 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 408 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : |
| 409 | Columns, pillars, posts and struts etc. |
| 410 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) |
| 411 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 412 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. |
| 413 | Add extra for providing richer mixes respectively at all floor levels. Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 414 | STP WORK |
| 415 | \\"RUIDP Technology – WWTP” Design, supply, erection, installation, jointing, testing, trial run, commissioning and operation & Maintenance for 5 years, including Defect Liability period of one year, of prefabricated micro Sewage Treatment Plants based on RUIDP Technology for inlet parameters (pH-6.5-7.5; BOD5@ 20-degreeC - 300 mg/I; COD-650 mg/I; TSS - 600 mg/I; TKN-55 mg/I) and outlet parameters (pH - 6.5 - 9.0; BOD5@20 degree C - < 10 mg/I; COD - <= 50 mg/I; TSS - <=20 mg/I; N-Total - <= 10 mg/I & Fecal Coliform - |
| 416 | (A) Integrated Pretreatment Unit (IPU): Comprising Coarse & Fine Screens and Grit Separator units. The fine screen - 2 Nos. (1W+1S) installed in sequence shall be made in SS-316 using flat bars of 3 mm thick, 50 mm wide and spacing of 5 mm, tear shape and dimensions of the bar screen as per design. The grit separation unit shall also be provided in SS -316 with interconnecting pipeline made of adequate dia. of HDPE PE-100 PN-6 as per IS 14333 (amended up to date), necessary fittings while maintaining the hydraulic levels with capacity of removing grease, oil and grit particles. |
| 417 | B) Primary Treatment Unit (PTU): Shallow settling unit consisting of stacked offset trays of Tubes of hexagonal chevron shape, assembled and installed within a Tank made of Mild Steel sheet conforming to IS 1730, 2004(latest version) of required thickness (not less than 5mm) & MS Angle (min. 8mm thick) frame conforming to IS 800, 2007 (latest version) with FRP lining from inside and epoxy corrosion resistance paint on the outer surface having dimensions as per standard design & drawing with necessary support elements for support of the Tube Deck Media. A conical section with adequate slope (1: 10) for sludge to settle and flow down into the sludge storage tank shall be provided. Detention time in PTU shall be minimum 45 min., angle of inclination of Tube Deck – 55 to 60 degree. |
| 418 | (C) Secondary cum Biological Treatment Unit: Secondary cum Biological Treatment Unit in Mild Steel sheet / plate of designed thickness (not less than 5mm) conforming to IS 1730, 2004 (latest version) & MS Angle (min 8mm thick) frame conforming to IS 800, 2007 (latest version) with FRP lining from inside and epoxy corrosion resistance paint on the outer surface having designed dimensions with baffled compartment or units in series including safety rails and walking platform etc. complete. The arrangement of bio reactor shall be divided in three zones (Aerobic, Anoxic and Anaerobic). |
| 419 | 1. Floating rafts of appropriate size as per the provided drawing made of natural materials like bamboo or buoyant material with hydrophytic plantation on top to be installed in the upper most layerBulrush, Water Arun, Pickerelweed, Marsh Hibiscus, Narrow leaved Cattails, Flag Iris etc. of required quantity / numbers. |
| 420 | 2. Middle Layer comprising of non-organic media support immobilized with aerobic bacteria. The media for support shall be alumina or ceramic based of cylindrical or spherical shapes with minimum 50% porosity to allow favorable bacteria for immobilization and colony formation. Total Depth of the middle layer shall be as per design with percentage fill of the media ranging between 35-50% depending on the hydraulic conductivity of the packed bed media column to cater to the peak flow. The average mean diameter of the media elements shall range between 5- 20 mm. The total depth shall be minimum 900 mm. Also supply and placing of approved non organic media in three layers of required depth, with supporting arrangement and UPVC / FRP lined MS grating separator for media etc. complete as per direction of Engineer. |
| 421 | 3. Bottom Most Layer: The media has infinitesimal shapes and a protected surface area of not less than 900 m2/m3. Comprising of thermosetting resin polymer media with infinitesimal shape. Minimum % fill of 35% and the Middle and Bottom layer shall be separated using retractable strainers made in UPVC or FRP lined MS grating for providing support for middle layer media the same support shall be provided for the bottom most layer. Manual Micro Screen 1mm (1W +1S) in SS-316 at the outlet of secondary u |
| 422 | (D) Tertiary Treatment Unit of Reed Bed (Vegetative Filter – Horizontal Flow Wetland): Design, supply and erection of precast concrete Reed Bed of required size and depth with partitions opening from top and bottom & gravel filter media packing to allow sinusoidal flow and planting / placing of hydrophyte plants of required quantity / number as per design & drawing. The tank shall have partitions opening from top and bottom in alternate arrangement to provide sinusoidal flow. A drain valve arrangement shall be provided to collect the wash out sludge during any maintenance event. Filter Media: - Filter media of required distribution and proportion to be filled in the Tertiary Treatment Unit (as per deign requirement to fill to the top water level), required hydrophytic plantation & impregnating inside the Tertiary Treatment Filter Bed. (Umbrella Palm & Caina Indica) Bio consortium media comprising of Bacillus sp, bacteriofaciens sp, Phosphatidis sp, Nitrobacter sp, and other Nutrient removing species in wetland systems. |
| 423 | Note:-The design norms and hydraulic detention calculation shall be as per the CPHEEO/ Ministry of Urban Development / US EPA technology document. The STP shall be designed as per the latest CPCB/MoEF Guidelines/ NGT order. |
| 424 | (E) Sludge Storage Tank: Design, supply and installation of HDPE Sludge Storage Tank of required capacity as per design & drawing for holding primary and secondary sludge including sludge recirculation arrangement to Secondary Unit and disposal to Mechanical Volute Press for dewatering etc. complete as per design & drawing. |
| 425 | F) UV Disinfection System: Design, supply and installation of required number of online UV disinfection system of required intensity & saturation rating of at least 60,000 uw sec / cm2 to achieve guaranteed fecal coliform in outlet less than 100MPN/100ml. |
| 426 | G) Treated Waste Water Tank: Design, supply and installation of HDPE tank of required capacity for holding treated waste water for reuse in gardening, pavement / street washing etc. as specified in Rajasthan Sewerage Policy 2016. |
| 427 | H) Sludge Dewatering System: Design, supply and installation of Mechanical Volute Screw Press of SS-316 of required capacity for sludge dewatering system and solid sludge converted to cakes and stored in bags. The unit shall be installed as per Vendor specification. |
| 428 | I) Electro-Mechanical-Instrumentation System: Design, supply, installation, erection trail run etc. of duty conditions with piping arrangements as per design & drawing for continuous pumping all types of sewage from nearby manhole / sump to Integrated Pre Treatment Unit. |
| 429 | 1. Integrated Pre-Treatment Unit: One no. of integrated PTU of required capacity and as per standard design & drawing for screening & grit separation. The unit shall be installed and erected as per Vendor specification. |
| 430 | 2. . Sludge Re-cycling / Transfer Pump: Two nos. (1W + 1S) Vertical Submersible non-clog, single stage, bottom suction type driven by single speed submersible motor of required duty conditions with piping arrangements as per design & drawing for pumping of sewage sludge from sludge storage tank for recirculation to pre-treatment unit and to mechanical dewatering system through piping network with timer switch operated motorized valve |
| 431 | 3. Sludge Dewatering Machine: One unit of required capacity as and as per design & drawing of Volute Type Screw Press of SS-316. The unit shall be installed and erected as per Vendor specification. |
| 432 | .4. Supernatant Recycling Pump: Two nos. (1W + 1S) Vertical Submersible non-clog, single stage, bottom suction type driven by single speed submersible motor of required duty conditions with piping arrangements as per design & drawing for pumping and transfer of supernatant from Dewatering Unit to Integrated PTU. |
| 433 | 5. Treated Effluent Pump: Two nos. (1W + 1S) Vertical Submersible non-clog, single stage, bottom suction type driven by single speed submersible motor of required duty conditions with piping arrangements as per design & drawing for pumping of treated effluent / wastewater to Drip Irrigation for gardening / horticulture or to pavement / street washing system etc. |
| 434 | J) Pipelines & Valves: All pipelines for the WWTP shall be of HDPE PE100 & PN6 grade as per IS 14333:2022 (with latest amendment) of required size and length and all Valves made of CI/DI, either motorized or normal of required size as per design & drawing. |
| 435 | K) Electrical Units: Design, supply and installation complete in all respect - Source of Power preferably from existing nearby power supply point equipped with 415 Volts, 3 Phase, 4 Wire power supply to meet up the WWTP requirement by establishment of electrical system to cater needs of various process units and other requirements. Following electrical & Instrumentation equipment are envisaged ,– LV Switchboards, Starters, Solar Panels, Cables, Cable Trays, Lighting, Earthing, PLC, Effulent Quality Monitoring Instruments (OCEMS) at Outlet as per CPCB / SPCB norms etc. Sludge Valves and Pumps shall be automated with micro PLC and shall have 10 DI, 3 DO and 5 nos. of AI and programmed in manufacture’s Workshop. |
| 436 | (L) Solar Power System: Design, Supply, Fabrication, Installation, Testing and Commissioning of Solar Power Unit, MNRE approved of required capacity including all electrical, peripheral and mounting accessories etc. complete in all respect as per direction of Engineer. |
| 437 | M) Camouflaging with Fiber Sheets: The camouflaging of the MS (Mild Steel) sheet unit involving the concealment of this unit (pre-fab units) with specialized camouflaging sheets as per the project specific requirements. The process includes precise installation of the camouflaging sheets, and maintenance to ensure the longevity of the camouflaging with safety and environmental regulations. |
| 438 | (N) Pavement across the WWTP Campus for access with M30 interlocking tiles minimum width 1000 mm width. |
| 439 | (O) Operation & Maintenance: Wastewater Treatment Plant (WWTP) with specific tasks: |
| 440 | Backwashing: Regular backwashing of filtration systems to remove accumulated solids and maintain their efficiency. |
| 441 | Media Replacement (Bio Reactor and Reed Bed): Scheduled replacement of media in the bio reactor and reed bed as required, typically every three weeks, to ensure proper wastewater treatment. |
| 442 | Media Maintenance: Routine inspection and maintenance of media in bio reactor and reed bed, including cleaning, aeration, and adjustments to maintain performance. |
| 443 | Electromechanical Item Maintenance: Comprehensive maintenance of all electromechanical equipment, including pumps, motors, control systems, and instrumentation. This covers preventive maintenance, troubleshooting, and repairs. |
| 444 | Disposal of Sludge: Proper handling and disposal of sludge generated during the treatment process, adhering to all environmental regulations. |
| 445 | Operational Hours: Operation and maintenance services shall be provided during regular working hours, with provisions for on-call and emergency response services as needed. |
| 446 | Duration: The duration of the operation and maintenance contract will be defined in the project agreement and may include ongoing services. |
| 447 | Reporting: The service provider shall submit regular progress reports, maintenance logs, effluent quality reports etc and incident reports to the project stakeholders. |
| 448 | Documentation: Maintain comprehensive records of all maintenance activities, effluent quality monitoring reports, including schedules, service reports, equipment manuals, and compliance with regulatory requirements. |
| 449 | Training: If necessary, provide training to project personnel on the safe and efficient operation of equipment and systems. |
| 450 | Compliance: Ensure strict adherence to all relevant laws, regulations, and standards governing wastewater treatment, maintenance, and environmental compliance. |
| 451 | Performance Standards: Performance standards and Key Performance Indicators (KPIs) to be evaluated the quality and effectiveness of the operation and maintenance services. |
| 452 | Review: Periodic reviews and assessments of the operation and maintenance services to ensure ongoing efficiency, improvements, and compliance |
| 453 | (P) Other Ancillary works: Comprising following units; |
| 454 | Note: Boundary wall with gate of premises, Access Road to STP with Drains and Admin-cum-control-cum-laboratory-cum-office with toilet block building construction cost will not be the part of this work. But these shall be considered as per the actual site requirement and shall be the part of project. |
| 455 | Capacity of WWTP: |
| 456 | 201-250 KLD Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysSep 17, 2026
17:00 IST
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