Tender For Construction Of Two Additional Classroom And Two Unit Toilet With Deep Boring At Ps Jhikrabandh Under Pathna Block, Dist- Sahibganj
Tender Value
24.94 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
7 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sahebganj → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Two Additional Classroom And Two Unit Toilet With Deep Boring At Ps Jhikrabandh Under Pathna Block, Dist- Sahibganj
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & 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 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) |
| 4 | 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. |
| 5 | Providing P.C.C M-100 (1.:3:6) in Foundationwith approved quality of StonematelgradeIII(53mmto22.4mm size) cleancoarsesandofF.M(2.5 to 3) includingscreeningcementconcrete inmixerandplacinginpersonvibration ,cuttingtaxes&royaltyall completeas per buildingspecificationanddirection of E\ |
| 6 | 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) |
| 7 | 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) |
| 8 | Providing designation 75A brick work in C.M (1: 6) 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 9 | 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). |
| 10 | Providing designation 75 A brick work in C.M. (1: 6) in superstructure 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/I. |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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 20 mm nominal size |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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 20 mm nominal size |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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 20 mm nominal size |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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 20 mm nominal size |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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 20 mm nominal size |
| 16 | Centering and shuttering including strutting, proppingetc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | Centering and shuttering including strutting, proppingetc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges |
| 21 | Supplying fitting & fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6mm including cost of fabrication , providing necessary locking arrangement with haskal and domny duly fixed in PCC (1:2:4) blocks ofrequried size applying a priming red lead paint over steel work taxes all complete as per drawing specificaton and direction of E/I |
| 22 | Supplying, fitting, and fixing M.S. Grill made of 20X6mm M.S. Flate 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/I. (where materials is not supplied by the deptt.) |
| 23 | Providing 25mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layers 19mm. Thick (1:2:4)with 12mm to 6mm. Size graded stone chips and top layer 6mm. Thicks (1:2) with 6mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royality with all complete as per building specification and direction of E/I. |
| 24 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound 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 | Supplying, and fixing fan hook of 16mm dia M.S. bar 1 meter long bent to required size and shape , placed in position and fixed in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. (where materials is not supplied by the deptt.) |
| 26 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface throughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement area shall be multiplied by the co-efficient as indicated in building specification) |
| 27 | Providing two coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 28 | 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/ |
| 29 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I |
| 30 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I |
| 31 | 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 scaffolding , curing and taxes all complete as per building specification and direction of E/I. |
| 32 | Supplying, fitting&fixingC.A.R.W.D.pipe with necessary strips, spikes, bends, shoesetc. includingcost of carriageall complete as per building specification and direction of E/I. |
| 33 | Providing Tor steel reinforcement of 8mm. dia. rodsasperapproveddesign anddrawingexcludingcarriageofM.S. bars toworksite , cutting, bendingand bindingwithannealedwirewithcostof wire, removalofrustplacingtherodsin position all complete as per building specificationanddirectionofE/l.TMTFe 500(a) 8 mm dia |
| 34 | Providing Tor steel reinforcement of 8mm. dia. rodsasperapproveddesign anddrawingexcludingcarriageofM.S. bars toworksite , cutting, bendingand bindingwithannealedwirewithcostof wire, removalofrustplacingtherodsin position all complete as per building specificationanddirectionofE/l.TMTFe 500(a) 8 mm dia |
| 35 | Providing Tor steel reinforcement of 8mm. dia. rodsasperapproveddesign anddrawingexcludingcarriageofM.S. bars toworksite , cutting, bendingand bindingwithannealedwirewithcostof wire, removalofrustplacingtherodsin position all complete as per building specificationanddirectionofE/l.TMTFe 500(a) 8 mm dia |
| 36 | Providing Tor steel reinforcement of 8mm. dia. rodsasperapproveddesign anddrawingexcludingcarriageofM.S. bars toworksite , cutting, bendingand bindingwithannealedwirewithcostof wire, removalofrustplacingtherodsin position all complete as per building specificationanddirectionofE/l.TMTFe 500(a) 8 mm dia |
| 37 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand . 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 38 | 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. |
| 39 | Carraige of materials by truck or any other mechnical means with all complete job (A) Briks (1+7) KM |
| 40 | (B) Local Sand (up to 3 KM) |
| 41 | (C) Coarse Sand (up to 50 KM) |
| 42 | (D) Stone Chips( upto 22 KM) |
| 43 | (E) Metal (up to 22 KM) |
| 44 | Wiring for light point/ fan point/exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, with piano type switch, phenolic laminated sheet, suitable size PVC/M.S box etc. as required. |
| 45 | Wiring for light/power plug with 2x 4 sq.mm FR PVC insulated, copper conductor ,single core cable in and surface/recessed PVC conduitalong with 1 No. 4 sq mm FR PVC insulated copper conductor single core cable for loop earthing as requried . |
| 46 | Wiring for circuit / sub main wiring alongwith earth wire with the following sizes of PVC insulated, copper conductor , single core cable in surface/ recessed PVC coduit as required. 2X1.5 sq mm+1X1.5 sq mm |
| 47 | 2X2.5 sq mm+1X2.5 sq mm |
| 48 | 2X6 sq mm+1X6 sq mm |
| 49 | S/F 2 pin, 5amp. Ceiling rose on the existing junction box / wooden block including connection etc.as reqd. |
| 50 | S/F brass battan / angle holder including connection etc.as reqd. |
| 51 | S/F of following sizes of PVC conduit alongwith the accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required . 20 mm PVC coduit. |
| 52 | 25 mm PVC coduit. |
| 53 | Supplaying and fixing following piano type switch / socket on the existing switch box / cover including connection etc. as reqd. 5/6 amps, one way switch |
| 54 | 3 pin 5/6 amps, socket outlet |
| 55 | Supplying and fixing metal box of following sizes(nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as reqd. 126 mm x 277 mm x 61 mm deep |
| 56 | upplying and fixing of following way single pole & neutral, sheet steel , MCB distribution board 240 volts, on surface /recess , complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder pointed including earthing etc. as reqd. 8 way double door. |
| 57 | Earth work in excavation in foundation trenches in ordinary soil ( vide 122 trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 58 | 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/I. (Mode of measurement compacted volume). |
| 59 | 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 |
| 60 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 61 | Providing designation 75A 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I |
| 62 | 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 Coarce sand (zone-III) : 3 Graded stone aggregate 20 mm nominal size) |
| 63 | 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) |
| 64 | Providing R.C.C.M - 200 with nominal mix of (1:1.5:3 ) in foundation and plintn with approvecl quality of stone chips 20 mm to 6 mm' lsize qraded and clean ccarse sand of F M 2 5' to 3 all complete' as per specification and direction of E/I |
| 65 | Providing designation 75 A brick work in C.M. (1: 4) in superstructure 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/I. |
| 66 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, 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 20 mm nominal size) |
| 67 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the 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) |
| 68 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 69 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound 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 |
| 70 | Supplying, fitting and fixing 20 guage G.C.I. Sheet gate fitted on M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 71 | Providing 6mm cement plaster (1:4) in celling 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 |
| 72 | Providing 12mm cement plaster (1:4) 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 |
| 73 | Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and direction of E/I |
| 74 | Providing and fixing Ist quality ceramic glazed wall 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 |
| 75 | 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 scaffolding , curing and taxes all complete as per building specification and direction of E/I. |
| 76 | Providing two coat of painting with ready mixed paint of approved shade make over steel surface including cleaning the surface throughly scaffolding and taxes all complete as per building specification and direction of E/I |
| 77 | Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete |
| 78 | Centering and shuttering including strutting, propiping etc. and removal of form for Roof Slab, etc. for mass concrete |
| 79 | Earth work in excavation in foundation trenches in ordinary soil ( vide 122 trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 80 | 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/I. (Mode of measurement compacted volume). |
| 81 | 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 |
| 82 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 83 | Providing designation 75A 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I |
| 84 | 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 Coarce sand (zone-III) : 3 Graded stone aggregate 20 mm nominal size) |
| 85 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the 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) |
| 86 | Providing 12mm cement plaster (1:4) 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 |
| 87 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound 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 |
| 88 | Centering and shuttering including strutting, propiping etc. and removal of form for Foudation, footing, bases of columns, etc. for mass concrete |
| 89 | Centering and shuttering including strutting, propiping etc. and removal of form for Roof Slab, etc. for mass concrete |
| 90 | Add carriage cost of Materials I) Steel lead |
| 91 | II) Cement lead |
| 92 | III) Sand lead |
| 93 | III) Chips lead |
| 94 | IV) Bricks lead |
| 95 | Making holes in walls for laying H.C.I. pipes and restoring the same after pipe laying as per specification and direction of E/I. (ii)250mm thick wall |
| 96 | Supplying fitting and fixing 40mm high vitreous white glazed earthen E.W.C. With 'P' trap of parry hindustan or any other approved I.S.S. Make including supplying and fixing 15 litres C.I. Mosquito proof low down flushing cistern of approved make with complete fittings With C.I. handle and R.S. or bracket with telescope flush pipe with brass coupling and plumbers joints spindle stop cock of approved uality weight not less than 450grams 15mm 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 hinges or screws etc. painting pipe and cistern etc. with 2 coats of approved pain over a coat of red oxide priming all complete as per specification and direction of E/I. (b) With 10 ltr low level PVC cistern |
| 97 | Supplying, fitting and fixing flat back or angular,lipped front vitreous white glazed earthen ware Urinal (Boys ) of Hindustan Parry or any other I.S.S approved make with 5 litres C.I automatic flushing cisterns of reliance for any other I.S.S approved make wihall fittings with C.I or R.S brackets, standered sizes G.I.flush pipe with fitting clamps, 15mm C.I body brass spindle stop cock of approved quality weight not less than 400grams, 15mm P.V.C / Alkthene pipe 450mm long with brass coupling at both ends and doing plumbers joints including painting of exposed part with two coats of approved paint over a priming coat of red oxide, cutting wall and floor, making good the same rtc. all complete as per specification and direction of E/I. |
| 98 | Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of Parry Hindustan or any other I.S.S approved make supported on painted C.I or R.S brackets 32mm C.I brass waste, 15mm dia C.I body brass spindel stop cock of approved quality of weight not less than 350 grams, 32mm PVCwaste pipe 750 mm long with brass coupling at one end and making plumber joints etc . all complete as per specification and direction |
| 99 | Supplying, fitting and fixing bathroom fittings of approved make and as per IS specification all cost complete as per direction of E/I. (all rates have been adopted from the basic rate from SOR + 15% for labour and Contractors profit) (ii) piller Cock (Long Neck) |
| 100 | Bib cock (Long Thread) for sink |
| 101 | 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. 12.41.1 75 mm diameter |
| 102 | 110 mm diamete |
| 103 | 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. 12.42.1.1 75 mm Coupler |
| 104 | 110 mm Coupler |
| 105 | Single tee with door 110x110x110 mm |
| 106 | Bend 87.5° |
| 107 | Shoe (Plain |
| 108 | nternal work -Exposed -ON - Wall Providing and fixing CPVC pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamps at 1.00 mt spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge. 18.7.3 25 mm nominal outer dia pipes |
| 109 | 32 mm nominal outer dia pipe |
| 110 | 40 mm nominal outer dia pipes |
| 111 | Concealed work including cutting chases and making good the wall etc Providing and fixing CPVC pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamps at 1.00 mt spacing. this includes jionting of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the wall same including testing of joints complete as per the direction of engineer incharge . 18.8.1 15 mm nominal outer dia pipes |
| 112 | 20 mm nominal outer dia pipes |
| 113 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, (SINTEX / SINTER) ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank |
| 114 | Cost of Drilind 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. |
| 115 | b) From 51.0 M to125.00 M |
| 116 | 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 |
| 117 | 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 |
| 118 | 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 |
| 119 | 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 |
| 120 | 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 |
| 121 | Supply fitting and fixing of standered make starter pannel Board with arrangement of all necsssury protection including all taxes , all complete job as per direction of E/I. |
| 122 | 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. |
| 123 | Supply fitting and fixing lowering 40 mm dia G.L. collumn pipe - do - do - all complete job as per direction of E/I |
| 124 | Add . 18 % GST |
| 125 | add 1 % labour cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 04, 2026
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