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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -23.79% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance | -13.11% | ₹1.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.5 CrAdmitted-Finance | -9.69% | ₹1.5 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.6 CrAdmitted-Finance | -5.57% | ₹1.6 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.6 CrAdmitted-Finance | -3.91% | ₹1.6 Cr | L5 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
12 Feb 2026, 6:00 pmClosed
Executive Engineer PWD Dn., Bali
Office of the Executive Engineer PWD Dn., Bali
CONSTRUCTION OF SPORTS STADIUM AT BALI (Distt.-PALI)
2026_CEPWD_534376_2
NIT No. 19 of 2025-26 PWD Division Bali
Open Tender
Civil Works - Buildings
210 days
Bali
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
18937-XEn PWD Dn. Bali/MD RISL Jaipur egras chalan
₹3.3 L
Yes
16 Feb 2026
2 Feb 2026
13 Feb 2026
2 Feb 2026
12 Feb 2026
2 Feb 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: EXECUTIVE ENGINEER, P.W.D. DIVISION, BALI
Name of Work: CONSTRUCTION OF SPORTS STADIUM AT BALI (Distt.-PALI)
Contract No: NIB No. 19 Of 2025-26, EXECUTIVE ENGINEER, P.W.D. DIVISION, BALI
S. No. Item Description Item Code / Make Quantity Units Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
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 BI01010001010000000000000515BI0100001113 0.0000 Sqm Excess(+) Full Conversion INR
Excavation for roadwork 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 1000 m as per MoRTH Specification Clause 301.3 BI01010001010000000000000515BI0100001114 0.9999 cum Excess(+) Full Conversion INR
Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth BI01010001010000000000000515BI0100001115 0.0000 cum Excess(+) Full Conversion INR
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 BI01010001010000000000000515BI0100001116 0.0000 cum Excess(+) Full Conversion INR
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.For Grading II Material BI01010001010000000000000515BI0100001117 0.9999 cum Excess(+) Full Conversion INR
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate (B) By Mechanical Means BI01010001010000000000000515BI0100001118 0.9999 cum Excess(+) Full Conversion INR
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators 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 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) BI01010001010000000000000515BI0100001119 0.0000 Cum Excess(+) Full Conversion INR
Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 50 mmx 25 mm x 2.1 mm BI01010001010000000000000515BI0100001120 0.0000 Sqm Excess(+) Full Conversion INR
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :12mm BI01010001010000000000000515BI0100001121 0.0000 Sqm Excess(+) Full Conversion INR
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. BI01010001010000000000000515BI0100001122 0.9999 cum Excess(+) Full Conversion INR
Brick masonry in foundation and plinth with bricks of class designation 75 in :Cement mortar 1 : 6 (1 cement : 6 coarse sand)Add extra over item No.5.1 for brick work in super structure upto third storey. BI01010001010000000000000515BI0100001123 0.0000 Cum Excess(+) Full Conversion INR
Half brick masonry in foundation & plinth using bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Add extra over item No. 5.8 for half brick masonry in super structure upto third story including cost of norminal hoop reinforcement (2 Nos. ,6mm Ø M.S. bar at every fourth course) . BI01010001010000000000000515BI0100001124 0.0000 Sqm Excess(+) Full Conversion INR
Polished Blue Kota Stone flooring skirting, laid over 20mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :For area of each slab from 2001 to 5000 Sq.Cm 25mm thick slab. BI01010001010000000000000515BI0100001125 0.0000 Sqm Excess(+) Full Conversion INR
Colour washing of all shades to give an even shade including all scaffolding : New work (two or more coats) with a base coat of whiting. BI01010001010000000000000515BI0100001126 0.9999 sqm Excess(+) Full Conversion INR
Making grooves as per design in plaster 10mm to 20mm wide. BI01010001010000000000000515BI0100001127 0.0000 Mtr. Excess(+) Full Conversion INR
M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 BI01010001010000000000000515BI0100001128 0.0000 Sqm Excess(+) Full Conversion INR
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: in cement mortar BI01010001010000000000000515BI0100001129 0.9999 Cum Excess(+) Full Conversion INR
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 sum 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 BI01010001010000000000000515BI0100001130 0.0000 Cum Excess(+) Full Conversion INR
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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). BI01010001010000000000000515BI0100001131 0.9999 Cum Excess(+) Full Conversion INR
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). BI01010001010000000000000515BI0100001132 0.0000 Cum Excess(+) Full Conversion INR
Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). BI01010001010000000000000515BI0100001133 0.0000 Cum Excess(+) Full Conversion INR
Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) : Flush / Ruled/ Struck or weathered pointing. BI01010001010000000000000515BI0100001134 0.9999 Sqm Excess(+) Full Conversion INR
Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design). BI01010001010000000000000515BI0100001135 0.0000 Kg Excess(+) Full Conversion INR
Cement concrete flooring grade 1:2:4 (1-Cement:2-Coarse sand:4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete :40 mm thick with 20 mm thick nominal size aggregate. BI01010001010000000000000515BI0100001136 0.0000 Sqm Excess(+) Full Conversion INR
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). BI01010001010000000000000515BI0100001137 0.9999 Sqm Excess(+) Full Conversion INR
Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. BI01010001010000000000000515BI0100001138 0.0000 Kg Excess(+) Full Conversion INR
Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed. All kinds of soil. BI01010001010000000000000515BI0100001139 0.0000 P.Sqm Excess(+) Full Conversion INR
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) BI01010001010000000000000515BI0100001140 0.9999 P.Sqm Excess(+) Full Conversion INR
Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% BI01010001010000000000000515BI0100001141 0.9999 P.Ltr Excess(+) Full Conversion INR
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix. Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. BI01010001010000000000000515BI0100001142 0.9999 P.Cum Excess(+) Full Conversion INR
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand BI01010001010000000000000515BI0100001143 0.9999 P.Cum. Excess(+) Full Conversion INR
Random rubble dry stone Kharanja under floor. BI01010001010000000000000515BI0100001144 0.9999 P.Cum. Excess(+) Full Conversion INR
Brick work with clay flyash F.P.S. brick (IS 13757- 1993 ) of class designation 75 in superstructure above plinth level upto floor five level in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001145 0.0000 P.Cum. Excess(+) Full Conversion INR
Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 4 (1 cement : 4 coarse sand) BI01010001010000000000000515BI0100001146 0.0000 P.Sqm. Excess(+) Full Conversion INR
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 : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. BI01010001010000000000000515BI0100001147 0.0000 P.Sqm Excess(+) Full Conversion INR
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. BI01010001010000000000000515BI0100001148 0.0000 P.Cum Excess(+) Full Conversion INR
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. Thermo-mechanically Treated bars (Conforming of relevent IS code) BI01010001010000000000000515BI0100001149 0.9999 P.Kg. Excess(+) Full Conversion INR
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)Ordinary cement without any pigment BI01010001010000000000000515BI0100001150 0.0000 P.Sqm. Excess(+) Full Conversion INR
6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3-fine sand) BI01010001010000000000000515BI0100001151 0.0000 P.Sqm Excess(+) Full Conversion INR
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. BI01010001010000000000000515BI0100001152 0.0000 P.Sqm Excess(+) Full Conversion INR
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25mm thick. BI01010001010000000000000515BI0100001153 0.9999 P.Sqm Excess(+) Full Conversion INR
Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001154 0.9999 P.Cum Excess(+) Full Conversion INR
Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and 0.30 Kg/Sqm. Of VG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge. BI01010001010000000000000515BI0100001155 0.0000 P.Sqm Excess(+) Full Conversion INR
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : BI01010001010000000000000515BI0100001156 0.0000 P.Mtr. Excess(+) Full Conversion INR
Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification. BI01010001010000000000000515BI0100001157 0.9999 P.Sqm Excess(+) Full Conversion INR
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 : Profile E BI01010001010000000000000515BI0100001158 0.9999 P.Rmt. Excess(+) Full Conversion INR
Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of T-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension). BI01010001010000000000000515BI0100001159 0.0000 P.Sqm Excess(+) Full Conversion INR
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' :30 mm thick .Commercial Veneer both side BI01010001010000000000000515BI0100001160 0.0000 P.Sqm Excess(+) Full Conversion INR
Providing & Fixing mica of approved make for inner/outer side of shutters with fevicol & nails complete as per approved by engineer in charge.0.6mm thick mica BI01010001010000000000000515BI0100001161 0.9999 P.Sqm Excess(+) Full Conversion INR
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.Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) BI01010001010000000000000515BI0100001162 0.0000 P.Sqm Excess(+) Full Conversion INR
Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. BI01010001010000000000000515BI0100001163 0.0000 P.Sqm Excess(+) Full Conversion INR
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).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).Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) BI01010001010000000000000515BI0100001164 0.0000 P.Kg. Excess(+) Full Conversion INR
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.)With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) BI01010001010000000000000515BI0100001165 0.0000 P.Sqm Excess(+) Full Conversion INR
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.).Grade 204 BI01010001010000000000000515BI0100001166 0.0000 P.Kg. Excess(+) Full Conversion INR
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.Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour)1501 Cm2 to 3600 Cm2 Tiles BI01010001010000000000000515BI0100001167 0.9999 P.Sqm. Excess(+) Full Conversion INR
Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota 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 Full Edge moulding BI01010001010000000000000515BI0100001168 0.9999 P.Rmt. Excess(+) Full Conversion INR
Providing and fixing 1st quality MAT & GLOSSY finished ceramic tile 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).Size 300mm x 450mm BI01010001010000000000000515BI0100001169 0.9999 P.Sqm. Excess(+) Full Conversion INR
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). BI01010001010000000000000515BI0100001170 0.0000 P.Sqm. Excess(+) Full Conversion INR
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) BI01010001010000000000000515BI0100001171 0.9999 Sqm Excess(+) Full Conversion INR
Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision New work BI01010001010000000000000515BI0100001172 0.9999 P.Sqm Excess(+) Full Conversion INR
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:Old work (one or more coats) including scrapping surface and necessary repairs.New work (two or more coats) over and including scrapping and priming coat with cement primer. BI01010001010000000000000515BI0100001173 0.9999 P.Sqm Excess(+) Full Conversion INR
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work Two or more coats on new work BI01010001010000000000000515BI0100001174 0.0000 P.Sqm Excess(+) Full Conversion INR
Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mm and 10 mm thick as per approved design BI01010001010000000000000515BI0100001175 0.9999 P.Rmt. Excess(+) Full Conversion INR
Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall IS 1597 (Part-I) 1992 in : Cement Mortar 1:4 (1-Cement:4-Sand). BI01010001010000000000000515BI0100001176 0.9999 Cum Excess(+) Full Conversion INR
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. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). BI01010001010000000000000515BI0100001177 0.0000 Cum Excess(+) Full Conversion INR
Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 20mm thick . Finishing with neat cement (Punning). BI01010001010000000000000515BI0100001178 0.0000 Sqm Excess(+) Full Conversion INR
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix . BI01010001010000000000000515BI0100001179 0.9999 Cum Excess(+) Full Conversion INR
P & F Indian type white glazed vitreous china 1st 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 580x440mm. BI01010001010000000000000515BI0100001180 0.0000 Each Excess(+) Full Conversion INR
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:PVC with PVC bend as per IS : 7231 . BI01010001010000000000000515BI0100001181 0.0000 Each Excess(+) Full Conversion INR
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 BI01010001010000000000000515BI0100001182 0.0000 Each Excess(+) Full Conversion INR
P & F water closet Seat Covers with brass hinges complete :white BI01010001010000000000000515BI0100001183 0.0000 Each Excess(+) Full Conversion INR
P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. BI01010001010000000000000515BI0100001184 0.0000 Each Excess(+) Full Conversion INR
P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. Flat Back (small) size 456x355x265mm. BI01010001010000000000000515BI0100001185 0.0000 Each Excess(+) Full Conversion INR
P & F C.P. brass Urinal Flush Pipe set complete with flanged brackets of approved make.For 3 Urinals BI01010001010000000000000515BI0100001186 0.0000 Each Excess(+) Full Conversion INR
P & F W.V.C. Urinal Partition Plate of approved standard make of size 630x315mm including making good the wall. BI01010001010000000000000515BI0100001187 0.0000 Each Excess(+) Full Conversion INR
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 :Size 580 mm x 450 mm BI01010001010000000000000515BI0100001188 0.0000 Each Excess(+) Full Conversion INR
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.,) 15 mm nominal outer dia pipes BI01010001010000000000000515BI0100001189 0.0000 P.Mtr. Excess(+) Full Conversion INR
25 mm nominal outer dia pipes BI01010001010000000000000515BI0100001190 0.0000 P.Mtr. Excess(+) Full Conversion INR
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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). 15 mm nominal outer dia pipes BI01010001010000000000000515BI0100001191 0.0000 P.Mtr. Excess(+) Full Conversion INR
25 mm nominal outer dia pipes BI01010001010000000000000515BI0100001192 0.0000 P.Mtr. Excess(+) Full Conversion INR
Making connection of G.I. distribution branch with G.I. main including all fitting. Upto 25mm dia BI01010001010000000000000515BI0100001193 0.0000 Each Excess(+) Full Conversion INR
P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C. P. Brass Long body, 15mm nominal bore weight not less than 690 gm BI01010001010000000000000515BI0100001194 0.0000 Each Excess(+) Full Conversion INR
P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection with 37 cm long thread and nut BI01010001010000000000000515BI0100001195 0.0000 Each Excess(+) Full Conversion INR
P & F 15 mm. Dia Connection Pipe of approved quality/make : CP Brass Pipe with CP Brass nuts upto length 450mm. BI01010001010000000000000515BI0100001196 0.0000 Each Excess(+) Full Conversion INR
P & F 15 mm. Dia Connection Pipe of approved quality/make : CP Brass Pipe with CP Brass nuts upto length 600mm. BI01010001010000000000000515BI0100001197 0.0000 Each Excess(+) Full Conversion INR
P & F Flush Cock / Flush Valve (IS : 9758 Mark) for WC of approved quality make : (-do-) Half-turn exposed 25mm nominal bore. BI01010001010000000000000515BI0100001198 0.0000 Each Excess(+) Full Conversion INR
P & F Square-mouth gully trap `A` grade (IS 651-1992 :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. Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm. BI01010001010000000000000515BI0100001199 0.0000 Each Excess(+) Full Conversion INR
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. 110 mm dia BI01010001010000000000000515BI0100001200 0.0000 P.Mtr Excess(+) Full Conversion INR
160 mm dia BI01010001010000000000000515BI0100001201 0.0000 P.Mtr Excess(+) Full Conversion INR
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Plain Tee 110mm dia BI01010001010000000000000515BI0100001202 0.0000 Each Excess(+) Full Conversion INR
Bend 87.5 110mm dia BI01010001010000000000000515BI0100001203 0.0000 Each Excess(+) Full Conversion INR
Plain floor trap 110mm dia BI01010001010000000000000515BI0100001204 0.0000 Each Excess(+) Full Conversion INR
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. Inside size 600 x 450mm depth upto 0.5 M Cement cover with frame. BI01010001010000000000000515BI0100001205 0.0000 Each Excess(+) Full Conversion INR
Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: Size 300 Cm. dia outside & 300 Cm. depth . BI01010001010000000000000515BI0100001206 0.0000 Each Excess(+) Full Conversion INR
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 110 mm dia BI01010001010000000000000515BI0100001207 0.0000 P. Mtr. Excess(+) Full Conversion INR
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 Bend 87.5 Dg. 110mm dia BI01010001010000000000000515BI0100001208 0.0000 Each Excess(+) Full Conversion INR
Single Tee 110mm dia BI01010001010000000000000515BI0100001209 0.0000 Each Excess(+) Full Conversion INR
Nahni Trap with Jali 4” 110mm dia BI01010001010000000000000515BI0100001210 0.0000 Each Excess(+) Full Conversion INR
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: 1000 litres capacity. BI01010001010000000000000515BI0100001211 0.0000 Each Excess(+) Full Conversion INR
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. Depth up to 0.5 M BI01010001010000000000000515BI0100001212 0.0000 Each Excess(+) Full Conversion INR
Providing and laying crueshed clay bricks with top layer of soil in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in charge BI01010001010000000000000515BI0100001213 0.9999 Cum Excess(+) Full Conversion INR
Top layer (wearing course or surface course) materials to be used as aggregate are coal crinder (half burnt only)/ crushed bricks/ red bajri / bricks dust/ dependent on their availabilty at site by EIC . powdered clay is used as binding soil.the maximum size of particales in the wearining course should be less than 4mm. A general ratio of 3 parts of aggregate(size of particales 1mm to 4mm ) and 1 part of clay should be used and mix mechincal machine .compaction and layine should be 1 in 1000 in logitudinal and 1 in 100 in cross direction as decided by EIC in complete item BI01010001010000000000000515BI0100001214 0.0000 Cum Excess(+) Full Conversion INR
Laying of brick lining in outer and inner edge of athletic track and whitening with approved quality as directed by engineer in charge BI01010001010000000000000515BI0100001215 0.0000 Rmt Excess(+) Full Conversion INR
Providing and laying of FIBA approved AT layre syenthetic pu"Court" Cushion Court For Basket ball Court Including One Layer Of Court Concrete Primer One Layer Of Court Acrylic Resurfacer, Layer Of Cushion Rubber Two Layer Of Colors Court Line Marking The syentheticSurface Should Be International Basket Ball Fedration Approved BI01010001010000000000000515BI0100001216 0.0000 Sqm Excess(+) Full Conversion INR
European Acrylic system on Asphalt Surface Which Consist of Two layer Of Resurfacer,Three layer,Two Layer Of Pre Colour Coat and Followed by UV Protected Top Colour Coat and Line Marking as per game Requirments. BI01010001010000000000000515BI0100001217 0.0000 Sqm Excess(+) Full Conversion INR
Provide and Installation Black board & Basket, Polls made of heavy iron 6 inch diameter with 5 mm WT middle support of 60 mm diameter 4 mm WT Extension 2.20 Mtrs. and Other Accessories for Basket Ball court as per specification of Basket ball Court and EIC BI01010001010000000000000515BI0100001218 0.0000 Each Excess(+) Full Conversion INR
Providing and laying of approved class top surface of playfield with clay mix with buddah and wooden dust in approved ratio as per available characteristics of black cotton soil layered with Proper grinding, screening and compaction by using water BI01010001010000000000000515BI0100001219 0.9999 Cum Excess(+) Full Conversion INR
Providing and fixing of the poles for Volly ball Ground fixed in cement concrete 1:2:4 in a size of 0.45x0.45x0.45 mtr.. The pole should be round and smooth of required dia with a height of 2.55 mtr. With a pulley and the net shall be 1.00 mtr in width and 9.50 mtr. In length the mesh shall be 10 cm square with a double end of white canvas 5 cm wide sewed to the upper edge of the net with a flexible iron cable which passes through the band of canvas and stretches light the upper edge of the net. The net should be of dark colour & all other Accessories complete. BI01010001010000000000000515BI0100001220 0.0000 Pair Excess(+) Full Conversion INR
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