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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance LAKSHMAN CONSTRUCTION C 2 THANA KANKE RANCHI 834006 JHARKHAND | RANCHI | RANCHI | JHARKHAND | 834006 | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 CrAdmitted-Finance AASHIYANA GARDEN PHASE 4 CHIRA CHAS BOKARO JHARKHAND | BOKARO | BOKARO | JHARKHAND | ₹3.3 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SARVODAYA CONSTRUCTION L2 | M/S SHIVAM CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, levelling, ramming the foundation trenches removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Extra for earthwork in hard soil as per specification & direction of E/I.(vide classification of soil item-B) | 1,470.24 | m3 | 151.82 ₹2.2 L | 147.92 ₹2.2 L |
| 2.00 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered ,rammed,fully compacted and fine dressed with earth obtained after cutting with lead a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I ( Mode of measurement compacted volume ) | 401.19 | m3 | 55.28 ₹22,178 | 53.86 ₹21,608.31 |
| 3.00 | Providing ,supplying & spreading of stone dust in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of materials , labour, royality and taxes all complete as per specification and direction of E/I (Mode of measurement compacted volume) | 66.28 | m3 | 347.85 ₹23,055.50 | 338.91 ₹22,462.95 |
| 4.00 | Providing designation 75B one brick flat soling –do-- --do-- | 1,785.61 | m2 | 330.34 ₹5.9 L | 321.85 ₹5.7 L |
| 5.00 | Providing and laying position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level | 71.4 | m3 | 4,598.23 ₹3.3 L | 4,480.06 ₹3.2 L |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1.5:3 (1 Cement : 1.5 coarse sand zone(III): 3 graded stone aggregate 20mm nominal size) | 123.86 | m3 | 4,961.73 ₹6.1 L | 4,834.21 ₹6.0 L |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering shuttering, finishing and renforcement-all work up to plinth levelRCC 1:1.5:3 | 275.41 | m3 | 5,218 ₹14.4 L | 5,083.9 ₹14.0 L |
| 8.00 | Reinforced cement concrete work in wall , inluding attached pilaster, buttresses, plinth and string coarse, fillets,columns,pillars-----do-----do-------E/I RCC 1:1.5:3 | 105.04 | M3 | 6,082.45 ₹6.4 L | 5,926.13 ₹6.2 L |
| 9.00 | Providing Tor steel reinforcement of 8mm dia rods bars as per approved design and drawing –do-- --do—TMT Fe 500 (only valid for SAIL and TATA steel,JSPL,Electro steel Ltd and Vizal steel) +Providing Tor steel reinforcement of 10mm,12mm and 16mm dia bars as per approved design and drawing –do-- --do— | 9.83 | MT | 83,314.02 ₹8.2 L | 81,172.85 ₹8.0 L |
| 10.00 | Providing Tor steel reinforcement of 10mm dia rods bars as per approved design and drawing –do-- --do—TMT Fe 500 (only valid for SAIL and TATA steel,JSPL,Electro steel Ltd and Vizal steel) +Providing Tor steel reinforcement of 10mm,12mm and 16mm dia bars as per approved design and drawing –do-- --do— | 13.35 | MT | 82,096.54 ₹11.0 L | 79,986.66 ₹10.7 L |
Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
30 Jan 2026, 6:00 pmClosed
EE, RMC
RMC
Construction of Vending Zone near Registry Office under Ward No 02 of RMC
2026_UDD_109382_1
173/ENG 2026
Open Tender
Civil Works
270 days
RMC
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹3.3 L
30 Mar 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, levelling, ramming the foundation trenches removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Extra for earthwork in hard soil as per specification & direction of E/I.(vide classification of soil item-B)
Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered ,rammed,fully compacted and fine dressed with earth obtained after cutting with lead a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I ( Mode of measurement compacted volume )
Providing ,supplying & spreading of stone dust in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of materials , labour, royality and taxes all complete as per specification and direction of E/I (Mode of measurement compacted volume)
Providing designation 75B one brick flat soling –do-- --do--
Providing and laying position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1.5:3 (1 Cement : 1.5 coarse sand zone(III): 3 graded stone aggregate 20mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering shuttering, finishing and renforcement-all work up to plinth levelRCC 1:1.5:3
Reinforced cement concrete work in wall , inluding attached pilaster, buttresses, plinth and string coarse, fillets,columns,pillars-----do-----do-------E/I RCC 1:1.5:3
Providing Tor steel reinforcement of 8mm dia rods bars as per approved design and drawing –do-- --do—TMT Fe 500 (only valid for SAIL and TATA steel,JSPL,Electro steel Ltd and Vizal steel) +Providing Tor steel reinforcement of 10mm,12mm and 16mm dia bars as per approved design and drawing –do-- --do—
Providing Tor steel reinforcement of 10mm dia rods bars as per approved design and drawing –do-- --do—TMT Fe 500 (only valid for SAIL and TATA steel,JSPL,Electro steel Ltd and Vizal steel) +Providing Tor steel reinforcement of 10mm,12mm and 16mm dia bars as per approved design and drawing –do-- --do—
Providing Tor steel reinforcement of 12mm dia rods bars as per approved design and drawing –do-- --do—TMT Fe 500 (only valid for SAIL and TATA steel,JSPL,Electro steel Ltd and Vizal steel) +Providing Tor steel reinforcement of 10mm,12mm and 16mm dia bars as per approved design and drawing –do-- --do—
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm) RIDGE PLAIN
Flashings/ Aprons.( Upto 600 mm)
Kota stone slab flooring 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) : 25 mm thick
Centering and shuttering including strutting,propping, etc and removal of form for foundation, footing, bases of column etc
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Supplying materials and labours for constructing inspection chamber of designation class 75B Bricks size750 mm deep,600 x450 internal dimension having 250 mm wall thickness in cement mortar (1:6) including 12 mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600 X475 G.I cover with frame ( Weight not less than 36 kg) in foundation and refilling all complete as per specification and direction of E/I
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia Pipes
25 mm nominal dia pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittingswith one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm nominal dia pipes
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 MM DIA PIPE
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Coupler 75 mm
Coupler 110 mm each
Single pushfit Coupler 75 mm
Single pushfit Coupler 110 mm
Single tee with door 75x75x75 mm
Single tee with door 110x110x110 mm
Single tee without door 75x75x75 mm
Single tee without doo 110x110x110 mm
Bend 87.5° 75 mm bend
Bend 87.5° 110 mm bend
Shoe (Plain) 75 mm Shoe each
Shoe (Plain) 110 mm Shoe
Providing and fixing plasticized -PVC pipe clips of approved design to plasticised PVC rain water pipes by means of 50X50X50 mm hard wood plugs,screwed with M,S screws of required length ,including cutting brickwork and fixing in cement mortar (1:4) and making groove in wall etc all complete 110mm each
Providing 2 coats of Synthetic Enamel Paint of approved shade and make over steel surface grills & railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.
Sand (Lead Upto 49 km)
Stone dust (Lead 22KM)
Stone Chips (Lead 22KM)
Bricks 08 KM
Earth (Lead 01 KM)
Stone Boulder (Lead 36 KM)
Local Sand (Lead 18 KM)
Providing and laying 60mm thick factory made concrete interlocking pavour block of M-40 grade made by block making machine with strong vibratory compaction of approved size, design and shaped, laid in required colour and pattern over bed as per relevant IRC code filling the joints with fine sand etc all complete as per the direction of E/
Granular Sub-Base with Coarse Graded Material (Table:-400-1) :- Construction of granular sub- base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. (For Grading-II Material)
Cast in situ cement concrete M20 Kerb(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively ,250 mm high in M20 grade pcc on M-15 grade foundation 150 mm thick,foundation having 50 mm projection beyond kerb stone,kerbstone laid with kerb laying machine ,foundation concrete laid manually,all complete as per clause 409)
Cast in situ cement concrete M20 Kerb(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively ,250 mm high in M20 grade pcc on M-15 grade foundation 150 mm thick,foundation having 50 mm projection beyond kerb stone,kerbstone laid with kerb laying machine ,foundation concrete laid manually,all complete as per clause 409)
Precasting & Placing in position 125 mm dia bollards 600 mm high of required shape including providing MS Sleeves 50 mm dia 30 mm long in bollards -do-do-E/I
Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered ,rammed,fully compacted and fine dressed with earth obtained after cutting with lead a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I ( Mode of measurement compacted volume )
Providing designation 100 A Brick work wih fly ash lime brick (FLAG) confirming to IS 12894-1990 (12894-1990) (9" X 4.5"X3") in C:M (1:6) in foundation and plinth with aprroved quality of coarse clean sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints,cost of screening materials,rakingout joints of 15 mm depth ,curing taxes and royalty all complete as per building specification and direction of E/I
Providing designation 100A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9" x 4.5" x 3") in C.M. (1:6) in superstructure with approved quality of clean sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing 12mm Thick cement plaster(1:4)-do-
Providing and fixing 18 mm thick gang saw cut ,mirror polished ,premoulded and prepolished ,machine cut fo kitchen platforms,vanity counters,window sills,facias and similar locations of required size ,approved shade, colour ,texture laid over 20 mm thick base cement mortar 1:4 ( 1cement:4 coarse sand), joint treated with white cement,mixed with matching pigment ,epoxy touch ups,including rubbing curing ,moulding and polishing of edges to give high gloss finish etc .all complete at all levels
Providing edge moulding to 18 mm thick marble stone counters ,vanities,etc including machine polishing to edge to give high polish finish etc all complete as per specification and direction of E/I
Providing and laying 80mm thick factory made concrete interlocking pavour block of M-40 grade made by block making machine with strong vibratory compaction of approved size, design and shaped, laid in required colour and pattern over bed as per relevant IRC code filling the joints with fine sand etc all complete as per the direction of E/I
Providing 250mm. wide brick drain in cement mortar (1:6) with av. 250mm. clear depth and 250mm. apron including cost of earthwork involved with 75 mm. ~ cement concrete (1:4:8) over one brick designation 75A flat soling in proper grade and slope at the base, the drain duly plastered in C.M.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l.
Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge
Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.
Reinforced cement concrete work in beams, suspended floors, foors having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staicases and spiral stair cases above plinth level up to floor five lvevel, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20mm nominal size).
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification & direction of E/I.
Providing and laying in position cement concrete of specified grade excluding the cost of Centering and shuttering-All work up to plinth level : 1:2:4 ( 1 cement:2 Coarse sand :4 graded stone aggregrate 20 mm nominal size )
Providing tuck pointing (1:3) cement on brick work with clean coarse sand of F.M 1.5 including screeening,curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I
Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 including screeening,curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I
Providing 1.5 mm cement punning including curing ,carriage of water with all leads and lifts as per building specification and direction of E/I
Supplying,assembling ,lowering and fixing in vertical position in borewell unplasticized PVC Medium well screen (RMS) pipes with ribs, confirming to IS:12818,including hire and labour charges ,fitting and acessories etc all complete for all depth ,as per direction of Engineer in charge
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
Baic rate for 125/115 mm dia Drilled Tube well for drilling in all kinds of soil and rock for installation of hand pump with DTH ring Machine all complete including supplying all materials,labours,tools ,drilling,rigs ,air compressors and equipments as well as fuel lubricant,for making 125/1115 mm dia boring etc . and cost of transporting rig machine and other vehicle upto site of work as per specification and direction of E ngineer in charge
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimension 455 X 610 mm and 45 cm deep for single pipe line with common burnt clay F.P.S (non Modular) and brick designiation 7.5
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 100 mm dia RCC Pipe
150 mm dia Pipe
Supplying and fitting Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire mesh 0.63mm
Cost of Driling 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site. (a) From 0.00 M to 50.00 M below G.L.
(b) From 51.0 M to 150.00 M
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia
Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp
Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump. Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages 2 HP
Supplying,fitting and fixing panel board with MCB Voltmeter main with starter having starting capacity and running capacity with indicator etc all complete as per specification RATE FROM ROTARY PARK
Supplying fitting and fixing 3 crore 4 sqmm Flat copper submersible cable
Supply fitting and fixing lowering 40 mm dia G.L. collumn pipe - do - do - all complete job as per direction of E/I.
Providing and laying damp proof course 50 mm thick with cement concrete 1:2:4 (1cement : 2 coarse sand (zone-lll) : 4 graded stone aggregate 20 mm nominal size).
Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.
Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
Supplying , fitting and fixing collapsible gate of apporoved size and make properly fabricated with vertical double channels 20x10x2 mm. at 100mm. Centres and braced with M.S flat diagonals 20 x 3 mm,with top and bottom rails of T. iron 40x40x6 mm with 38 mm dia steel pulleys complete with bolts nuts, locking arrangements stoppers, handles, including applying a primer coat of led paint carriage hosting and taxes all complete as per building specification and direction of E/I.
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
Providing and filling of 6 mm thick Groove between 25 mm PCC Panels with Polysuiphide Sealant (Porin.g Grade)as per drawings and technical specificationsi6nd direction of E in Charge. (with 18% GST) B rand Sika Polysulphide, Fosrpc-Thioflex 600 Dr. Fixit Pidiseal PS(42P. MY K Seal PS or Euivalent.
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
Supplying ,fitting and fixing aluminium fitting of approved quality and make to door and windows all complete as per building specification and direction of E/I 100 mm butt hinge
Supplying ,fitting and fixing aluminium fitting of approved quality and make to door and windows all complete as per building specification and direction of E/I Door Handles
Hook and Eye
Supplying .fitting and fixing MS Grill Made with M.S Grills made of 20 x 60 mm M.S Flats or 16 mm M.S Square bars fitted on 25 x25x6 mm M.S Angle frame-do-(when steel steel is not supplied department)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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 4.0 mm thickness
Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture ,over the plastered wall surface area to prepare the surface even and smooth complete
Finishing wall with Premium Acrylic smooth exterior paint with silicone additives of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 90 litre/10sqm)
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Suspended floors,roofs,landing,balconies,etc
Water proofing for Old and New Roof Slab :- Providing and laying water proofing treatment on roof slab by applying two Component, factory designed, ready to use, acrylic modified flexible material applied with. brush, roller or spray for water proofing coating as per manufacturer specifications with following steps: (a)surface preparation :-Providing and cleaning of concrete surface toremove dust, oil, grease including removal of existing loose paint /coating, and cement laitance by cleaning with compressed air & water jet including all materials, labour, tools complete. Ponding test to be done after plugging all outlets and to be checked from soffit to identify seepage, leakage. On identification of seepage, cement grouting to be done with non shrink expanding admixture of Sika India Pvt.Ltd. / MYK Schomberg Dr Fixit/Fosroc or equivallent. Providing and reparing of all corners and joints such as those between the parapet wall and the roof slab etc shall be chamfered with 150mm X 150 mm fillet of mortar (Cement: sand 1:4) admixed with acrylic polymer of Sika/Fosroc/MYK Schomberg/Dr Fixit or equivalent. Before chamfering a prime coat shall be given with the slurry of acrylic polymer. Repairing surface irregularities, damaged concretein base slab, dead cracks if any, with an acrylic polymer modified repair mortar including a coat of bonding agent of the same with cement slurry including all material, labour, tools complete. (b)1st Coat :- Apply 1st coat of two component acrylic modified, ready touse, flexible cementitious material on surface saturated dry roof and inside wall of Parapet wall upto 600 mm by brush or roller. After 1st coat of application, 45 gsm of Fibre glass cloth to lay when the first layer is still green. 1st coat should be applied @1.50 kg/Sqmt/coat. For the purpose of measurement the entire treated surface will be measured." (Product Performance Chemical Base Part A: Acrylic copolymer, Part B: Specially graded cementitious powder -Density 1.6 kg/l (mixed density) at +27°CTensile Strength -2 N/mm2 after 28 days (with Fibre cloth) (According to ASTM D 2370) Pullout Bond Strength ~2 N/mm2 (concrete failure) (According to ISO 4624) Slant-Shear Bond Strength ~4 N/mm2 (According to FIP 5.15) Elongation at Break -35% without Fibre Cloth and 20% with Fibre Cloth (According to ASTM D 2370. (c) 2nd Coat :-To apply the 2nd coat of two component acrylic modified, ready to use, flexible cementitious material right angle to the 1st coat over the glass fibre laid surface. 2nd coat should be applied @0.7 kg/Sqmt/coat. For the purpose of measurement the entire treated surface will be measured."" After three days of drying the 2nd coat, the rain water outlets to be plugged and ponding test to be done for 48 hours to identify seepage, leakage from soffit and if found necessary rectification to be done as per satisfaction of E/C. The waterproof coating to be protected from damage before screed over it. Water proofing Brand:-Sika Topseal 109hi Fosroc Brushbond RFX/ Dr Fixit Pidiffin 2K/MYK (d) Protection of treated surface with PCC :- The treated surface should be covered with 25mm/50mm PCC of M-20 grade (1:1.5:3) with proper slope (1:120) towards the rain outlets in alternatepanels of 2 mt x 2mt keeping 6 mm gap between the panel joint. Integral water proofing admixture conforming to IS 2645 @ of 100 ml per bag of of cement to be added in the screed concrete (paid separately for this items). All corners shall be chamfered with 150mm X-150 mm fillet. The rainwater outlets shall be just leveled with the screed concrete to ensure smooth discharge of water - the peripheral gaps between pvc pipe outlet and concrete surface should be packed properly with rich concrete and the peripheral mouth to be sealed with moisture insensitive epoxy putty of Sika India Pvt.Ltd./MYK Schomberg / Dr Fixit/Fosroc. For the purpose of measurement the entire treated surface will be measured(e) Groove of PCC surface should be filled with Polysulphide Sealant. (Paid Separately). Brand Sika India Pvt.Ltd. / MYK Schomberg / Dr Fixit/Fosroc. Warranty for five years."
Covering of treated surface with PCC :-providing 25 mm thick Cement Concrete M20 (1:1:5:3) maintaining slope in alternate 2 mt x 2mt panels With approved quality of stone chips of 20mm to 6 mm size graded and Cleaned sand of F.M.2.5 to 3 including screening, shuttering, and mixing Cement concrete in mixer with admixture of integral water proofing and Placing in position, striking curing, taxes and royalty all complete as per Building specification and direction of E/I. Panels that has been left should Be casted next day. There should be 6 mm gap between panels .brand- Sika _ plastocrate plus, MYK proof WP 10, Fosroc- Conplast X 421 ic Dr Fixit Pidiproof LM+
Supply of 12mtr. High mast in one section Construction S355 grade as per BS-EN 10 025 Top Dia 100mm, bottom dia 360mun, plate thickness 3mm, 12side polygon, galvanisation as per BS EN ISO 1461, base plate dia 520mm, base plate thickness 25mm, GI single spike lighting protection, maximum wind speed 47m/s as per IS: 875 (Part-III) with 6 nos foundation bolts of PCD 445mm TS 600/24nun dia/850 mm long. Luminaries carriage: Material for 40 NB ERW Class B - M.S. Pipe, dia of carriage ring 450nun (ID) with 8 arm, welded, 2 sections having carrying capacity upto 8 luminaries. Trailing Cable: 5 core 2.5sq.mm. PVC flexible copper conductor Winch/Power Tool: Double drum, SWL 350 kg with 0.75HP 6 pole single speed integral motor Rope: Grade AISI 304, 7/19 construction, dia 5mm, BLC 1450 x 2 having 2 nos of continues rope. Aviation obstruction light: twin dome aviation obstruction lights LED type as required. (But excluding Feeder Pillar)
Outdoor stand mounted Feeder Panel with 32amp TP&N, MCB incomer, 45amp TP contactor automatic switching of luminaries, power tool control incommer outgoing terminal etc as reqd. (For high mast)
For 12 mtr. High mast: ITC of the high mast and light fixture with the help of suitable tools and plants, wiring of luminaries with all wiring material like PVC insulated PVC sheathed flexible cable of suitable copper conductor lugs, MCB and all labour & construction of shallow foundation with M25 grade concrete for the high mast considering safe soil bearing capacity of 10T/mtrs sq. for 12 M High mast
S.I.T.C 200W LED Flood lighting luminarie with pressure dia cast housing and toughened glass cover(IP66 protection) in existing pole/pipe supply voltage 100- 270V AC, 50HZ.Luminaries shall be conform to: 10332 part-5/section-5 and shall be completed with all necessary accessories as required
Supplying 4 core 16sq mm XLPE indulated PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 Volts(Conforms to IS:7098, part-1).
Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
Earthing with G.l. earth pipe 4.5 mtr long. 40mm dia including, accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc, with charcoal and salt as required.
7 Mtr. height Octagonal Hot - Dip galvanized pole( BOP - 7030) with top dia 70 mm, bottom dia L30 mm & made of 3 mm thick sheet, base plate dimensions200X 200X12mm ( Lx B xT) including suitable sizes of foundation bolt all complete as reqd. (Without Arm)
lnstallation, Testing & Commissioning of the 7 Mtr. Octagonal Pole & light fitting with the help of suitable tools and plants, and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10T/mhs sq. but excluding wire and MCB
1 m Double Arm suitbale for 70mm Top
1 m Single Arm suitbale for 70mm Top
LED STREET Light (90W)
PVC/XLPE insulated PVC sheathed heavy duty, armoured electrical cable with aluminiumconductor forworking voltage up to andincluding 1100 volts 35 sq. mm,3.5 core
16 sq. mm,2 core, For Street Light
16 sq. mm,2 core, For Shop connection
Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of l.l KV grade of size not exceeding 35 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
Supplying and drawing 2X 1.5 sq.mm sizes FR PVC insulated,single core cable in the existing /recessed steel/PVC conduit as required JSR 1.15
Supplying and fixing of following piano switch /socket on the existing switch box/cover including connection etc. as required JSR 1.23 5/6 amps , one way switch JSR 1.23.1
5/6 amps, 3 pin socket outlet JSR 1.23.4
Supplying and fixing 12 Module size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required
Supplying and fixing of 20 mm sizes of PVC conduit along with accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required
Supplying and fixing of 170mm x 221mm x 48mm deep (8"x 10") sizes of PVC/G.I box on surface / recesswith suitable size of phenolic laminated sheet cover in front including painting etc. as required. JSR 1.22.8
Supplying and fixing 6 amps to 32 amps rating, 240 volts, 10 kA, "C" curve,miniature circuit breaker suitable for.inductive load of following poles in the existing MCB DB complete with connections, esting and commissioning etc. as required
S.I.T.C of 20W LED Tubelightrating surface mounted LED tube light fitting suitable for 230V 50H2, single phase supply etc. complete as required. JSR 9.5
lS/r ceiling rose : lsupplying and fxing 2 pn 5 amp. Ceiling rose on the existing junction box/ wooen block including connection etc. as required
FEDDER PILLAR: (EXTERNAL LIGHTING) : INCOMING: 100A MCCB FP
32 Amp TPN MCB-10KA
6/32 Amp SPN MCB
Digital Timer and controller and 60A 4 Pole (SITC of Astronomical Time Switch -3 o/p)
3 output (1output per phase) and suitable for three phase supply LED INDICATOR LAMP R/Y/B/G
DIGITAL VOLT METER 500V(3phase class 0.5)
DIGITAL A METER 500V(3phase class 0.5)
CT coil of CT tatio 100/5 IS 2705 part 3
20MM*3MM(0.533 KG/MTR)copper tap
Add 18% GST (In Basic Rate must fill 18)
Add 1% Labour Cess (In Basic must Rate fill 1)
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