Tender For Construction Of Community Toilet At Bazaar Tand Peshrar Block- Peshrar Dist- Lohardaga
Tender Value
5.98 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
0 days left
EMD
12000
Bank guarantee accepted
Document Fee
1250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gumla → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Community Toilet At Bazaar Tand Peshrar Block- Peshrar Dist- Lohardaga
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) |
| 3 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). |
| 5 | Earth 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 within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). |
| 6 | Extra for each subsequent lead upto 25 M beyond the initial lead of 50 M (Maximum upto 150M lead by head load) as per specification and direction of E/l. |
| 7 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I |
| 8 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand (zone-|||):6 graded stone aggregate 20 mm nominal size) |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 13 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | Providing designation 75 A brick work in C.M. (1:4) in foundation and plinth with approved quality of clean coarse 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/l. |
| 18 | Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 19 | Providing designation 125 mm thick reinforced designation 75 A brickwork in C.M (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, carriage of materials, scaffolding, raking out joints to 15 mm depth, curing, taxes and royalty ( but excluding the cost of reinforcement) all complete as per building specification and direction of E/l. |
| 20 | Reinforced cement concrete work in beam, suspended floors,roofs having slop 15 landings, balconies, shelves,chajjas, lintels,band,plain window sills,staircases and sporal stair case above plinth level up to floor five level,excluding the cost of centring,shuttering,finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-|||) : 3 graded stone aggregate 20 mm nominal size) |
| 21 | Centring and shuttering including strutting,propping etc. and removal of form for (Lintels,beam plinth beam,girders,bressumers and cantilevers.with water proof ply 12mm thick) |
| 22 | Reinforced cement work in arches,archibs,domes,vaults,shell,folded plate and roof having slope more than 15 up to floor five level,excluding the cost of centring,shuttering,finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-|||) : 3 graded stone aggregate 20 mm nominal size) |
| 23 | Centring and shuttering including strutting,propping etc. and removal of form for (Suspended floor,roof,landing,balcconies and acces platform with waterr proof ply 12 mm thick) |
| 24 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 25 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/l. |
| 26 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5with 5% cico or any other approved water proofing compoundincluding taxes and royalty all complete as per building specification and direction of E/l. |
| 27 | Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M 1.5 including screening curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 28 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mmM.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall usingM.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin- Charge. |
| 29 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & |
| 30 | Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.) |
| 31 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing rust , dirt, , scales , smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/l. ( Mode of measurement Area shall be multiplied by the co-efficient as indicated in building specification) |
| 32 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direciton of E/l. |
| 33 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scafolding, curing and taxes all complete as per building specification and direction of E/I. |
| 34 | Providing 50mm thick cement concrete flooring (1:2:4) with 20 mm to 6mm size graded stone chips finished with flooring coat of neat cement in panels including cost of curing finishing the surface smooth by rubbing with carborandum stone taxes royalty all complete as per building specification and direction of E/I |
| 35 | Providing Toe steel reinforcement of 8mm dia to 32mm dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL & TATA STeel)8#- @ 20% |
| 36 | 10#- @20% |
| 37 | 12#-25# @ 60% |
| 38 | Waterproofing for old and new roof slab: - Providing and laying waterproofing treatment of roof slab by applying two Component, factory designed, ready to use, acrylic modified flexible material applied with a brush, roller or spray waterproofing coating as per manufacture specification with following steps:- (a) Surface preparation: - providing and cleaning of the concrete surface to remove dust, oil, and grease including removal of existing loose paint/coating, and laitance by cleaning with compressed air and 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, and 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 equivalent. Providing and repairing all corners and joints such as those between the parapet wall and roof slab etc shall be chamfered with 150mm X 150mm fillet with mortar ( cement: sand- 1:4) admixed with an acrylic polymer of sika/ Fosroc/ MYK Schomberg / Dr. Fixit/ Fosroc or equivalent. Before chamfering, a prime coat shall be given with the slurry of acrylic polymer. Repairing surface irregularities, damaged concrete base slab, dead crack if any, with acrylic polymer modification 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 to use, flexible cementitious material on the surface dry roof and inside wall of parapet wall up to 600 mm by brush or roller. after 1st coat of application, 45gsm of fiberglass cloth to lay when the first layer is still green. 1st coat should be applied @ 1.50 kg/Sqmt/coat. For measurement will be measured (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 surface. 2nd coat should be applied @ 0.7 kg /sqm/coat. For measurement, Cheniere treated surface will be measured. After three days of drying the 2nd coat. the rainwater outlet is to be plugged and a ponding test is to be done for 48 hours to identify seepage, leakage from the soffit, and if found necessary rectification is to be done as per the satisfaction of E/C. the waterproof coating is to be protected from damage before screed over it. Waterproofing bond:- Sika top seal 109i / Fosroc brush bond RFX/Dr. Fixit pidiffin 2k / MYK Aquafin TG. Product Performance- chemical base part A: acrylic copolymer, Part B: specially graded cementitious powder density 1.6kg/l (mixed density) at +27 degree c tensile strength ~ 2N/mm2 after 28days (with fiber cloth )( According to ASTM D 2370) pull out bond strength ~ 2N/mm2 (concrete failure) (According to ISO 4624) Slant- Shear Bond strength ~4N/mm2 (According to FIP 5.15) elongation at Break ~35% without Fiber Cloth and 20% with Fiber Cloth (According to ASTM D 2370)(d) Protection of the 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) toward the rain outlet in Alterna panel of 2mtx2mt keeping 6mm gape between the plane joint integral waterproofing admixture conforming to IS 2645 @ of 100ml per bag of cement to be added in the screed concrete ( paid separately for this item) all corner shall be chamfered with 150mm x 150mm fillet. The rainwater outlet shall be just leveled with the screed concrete to ensure smooth discharge of water- the peripheral gapes 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/ Fosroc/ MYK Schomberg / Dr. Fixit/ Fosroc. For measurement, the entire treated surface will be measured(e) Groove of PCC surface should be filled with polysulphide sealant. (paid separately) . brand- sika/ Fosroc/ MYK Schomberg / Dr. Fixit/ Fosroc. Warranty for five years. |
| 39 | Covering the treated surface with PCC:- 25mm thick Cement Concrete (1:1.5:3) maintaining the slop in 2mt x 2mt panels with approved quality of stone chips of 20 mm to 6 mm size graded and cleaned sand of F.M 2.5 to 3 including screening, shutting and mixing cement in mixture with an admixture of integral waterproofing and placing in position, striking curing, taxes, and royalty all complete as per building specification and direction of E/I. the panel that has been left should be cast the next day. there should be a 6mm gap between panels. Brand- sika_Plastocote plus, MYK Proof WP 10, Fosroc- conplast x 4211C,Dr. Fixit Pidiproof LW+ or Equivalent. |
| 40 | Wiring for light point /fan point/ exhaust fan point/ cell bell point, with 1.5 sq. mm FR PVC insulated copper conductor singel core in surface/recessed PVC conduit, with modular type switch, modular plate sutable GI box etc as required Group C |
| 41 | Power Plug wiring in PVC Conduit (2X4 Sq.mm) :- Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated copper conductor songle core cable in surface/recessed PVC conduit along with 1 No. 4 Sq.mm FR PVC insulated copper conductor single core cable for loop earthing etc. as required. |
| 42 | Circuit/Sub-main wiring in PVC Conduit:- Wiring for circuit / sub-main wiring along with earth wire with the following sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit as required.2x2.5 Sqmm + 1x2.5 sqmm earth wire |
| 43 | Supplying and fixing of the following size 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.1.21.1 20mm |
| 44 | Supplying and fixing of following modular switch / socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required.1.24.1 5/6 amps, one way switch |
| 45 | 1.24.4 5/6 amps, 3 pin socket outlet |
| 46 | Installation of exhaust fan up to 450mm sweep in the exisiting opnening, including making the hole t suit the size of the above fan, making good the damge, connection, testing , commissioning etc. as required |
| 47 | 20/22 W LED Tube light |
| 48 | Supply 12\\" dia Metal exhaust fan etc. |
| 49 | Providing and fixing male ended 15mm dia brass bib cock of approved quality (Wt. not less than 350 gms.) with extra socket all compere as per specification and direction of E/I. |
| 50 | Providing and fixing brass/C.I. stop cock of approved quality all complete as per specification and direction of E/I.15 mm dia |
| 51 | Providing and fixing G.M. non return valve Horizontal/Vertical type of approved quality as per specification and direction of E/I.Horizontal - 25 mm dia |
| 52 | Supplying, fitting and fixing viterious white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. 'p' trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S. equivalent make, complete with all fittings C.I. or C.C. brackets 32mm alkathene/P.V.C. telescopic flush, pipe about 2M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair or viterous white glazed earthenware footrest to be fixed in floor 15mm C.I. body brass spindle stope cock of weight not less than exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.580mm long - With 12.5 lit. low level PVC cistern |
| 53 | Supplying, fitting and fixing 40 mm high vitreous white glazed earthen E.W.C of P trap of parry Hindustan or any other approved I.S.S make including supplying and fixing 15 liters C.I mosquito proof low down fluhing cistern of approved make with complete fitting with C.I. handle and R.S. or bracket with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 450 grams 15 mm P.V.C alkathene pipe 45cm .long with brass coupling at both ends and white/black plastic solid state seal and lead of commander cuckoo or other I.S.S.make with hingers or screws etc. painting pipe and cistern etc .with 2coats of approved paints over a coat of red oxide priming ,all complete as per specification and direction of E/I |
| 54 | Supplying NP2 R.C.C. hume pipe with colour as work site as per direction of E/I.150mm dia |
| 55 | 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 diameter |
| 56 | 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.110 mm bend |
| 57 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.110 mm |
| 58 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 59 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 wall25 mm nominal outer dia Pipes |
| 60 | 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 outer dia Pipes |
| 61 | Providing and fixing PTMT grating of approved quality and colour. 100 mm nominal dia |
| 62 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 63 | 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. |
| 64 | (b) From 51.0 M to 150.00 M |
| 65 | 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 |
| 66 | 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 |
| 67 | 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 |
| 68 | 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 |
| 69 | 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 |
| 70 | 15 Larsen & Toubro 2 HP Starters Control Panel for Submersible Pump |
| 71 | Supplying fitting and fixing 3 crore 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etc all complete job as per direction of E/I. |
| 72 | Supply fitting and fixing lowering 40 mm dia G.L. collumn pipe - do - do - all complete job as per direction of E/I. |
| 73 | Carriage of material CEMENT |
| 74 | STEEL |
| 75 | STONE CHIPS |
| 76 | BRICK |
| 77 | ADD GST(18%) |
| 78 | LABOUR CESS Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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