Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #55976450

Tender For Upgradation Of Existing Aam With Additional Labour Room,Parking Shed,Yoga Shed,Boundary Wall,Entrance Gate,Recharge Pit,Sharp Pit,P.C.C. Road Approch To Hsc,Paver Block Pathway At Mahubani 2 Aam,Block-Baliyapur,Dist-Dhanbad

Issued by Government Departments · Govindpur, Jharkhand
Tender Value
51.94 Lakhs
Estimated cost
Bid Submission
23 Jun 2026
0 days left
EMD
1.04 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Govindpur → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Upgradation Of Existing Aam With Additional Labour Room,Parking Shed,Yoga Shed,Boundary Wall,Entrance Gate,Recharge Pit,Sharp Pit,P.C.C. Road Approch To Hsc,Paver Block Pathway At Mahubani 2 Aam,Block-Baliyapur,Dist-Dhanbad

BOQ

Name of Work:- Upgradation of Existing AAM with additional labour Room,Parking Shed,Yoga Shed,Boundary Wall,Entrance Gate,Recharge Pit,Sharp Pit,P.C.C. Road Approch to HSC,Paver Block Pathway at Mahubani 2 AAM,Block-Baliyapur,Dist-Dhanbad
Sl. No. Item Description
1Earth 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 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. (5.1.1)
2Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) (5.1.2)
3Jungle clearance in Borrow area, building premises flanks and slopes on the roads, canals and embankement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I (Vide Item No. 5.1.3.1 Part - B/ 2.02 Part - A
4Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within 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)(5.1.7)
5Earth work in filling in foundation trenches or back filling of masonry structure with state earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l.(6.1.16) Part B
6Providing coarse clean sand in filling in 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) (5.1.10)
7Providing 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. (5.6.3)
8Providing 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 (zone-III) : 4 graded stone aggregate 20 mm nominal size).(5.3.1.2)
9Providing 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-III) : 6 graded stone aggregate 40 mm nominal size).(5.3.1.5)
10Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) (5.3.2.3)
11Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).(5.3.1.1)
12Providing 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) (5.3.9.1)
13Reinforced 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) (5.3.10)
14Reinforced 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).(5.3.11)
15Providing designation 100 A brick work with fly ash lime brick (FLAG) condieminf ro IA - 12894 - 1990 (0'-9'' x 4'-5'' x 0'-3'') in CM (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick motor joint, cost of screening materials rakingout joints 15 mm depth, curring, taxes and royalty all complete as per building specification and direction of E/I (5.2.52)
16Providing designation 75B 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.(5.2.6)
17PProviding designation 75 B 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.(5.2.14)
18Centering and shuttering including strutting, propping etc. and removal of form for oundations, footings, bases of columns, (5.3.17.1)
19Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (5.3.17.5)
20Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (5.3.17.6)
21Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick (5.3.17.21)
22Making 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 thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (5.3.8)
23Providing 150mm. Wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 125mm apron including cost of eartwork involved with 75mm cement concrete (1:4:3) 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/I. (5.10.34)
24providing 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).(5.5.4)
25providing 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.(a) 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}(5.5.5 a)
26providing 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.(a) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}(5.5.5 b)
27Supplying, fitting and fixing 20mm dia M.S. Bar 1 meter long holding down bolt with nuts washers 100 X100 X6mm plate fitted and fixed with cement concrete (1:24) as per approved design all complete as per building specification and direction of E/I.(5.5.19)
28Structural 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 (DSR 10.20)
29Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-inCharge) 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. (DSR 12.50)
30Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete : Ridges Plain (500-600mm) (DSR 12.51.1)
31Providing and laying 25mm thick kotah stone slab flooring of approved size texure and colour over 19mm thick base of lime mortar (1:1:1) (limeputty:surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. (5.6.19)
32Providing 12mm thick 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 (5.7.2)
33Providing 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.(5.7.3)
34Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. (5.7.11)
35Finishing wall with Premium Acrylic Smooth exterior paint of required shade New work ( two or more coats applied @ 1.67 ltr./10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kgs/ 10 sqm.) (DSR 13.47.1)
36roviding and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer(DSR 10.5.1)
37Providing 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)(5.8.41)
38Providing two coat of painting with ready mixed 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. (5.8.43)
39Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent (11.55.1)
40Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR 10.28)
41Providing 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.(5.7.6)
42Providing 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.(5.7.14)
43Supplying, 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.)(5.5.12)
44Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm &self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S.rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughoutthe frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back ofthe profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fastenerscomplete, all as per manufacturer’s specification and direction of Engineer -in- charge ( DSR 9.141)
4535 mm thick factory made Solid panel PVC Door shutter, made out of single piece extrudedsoild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on bothside), having one side thickness of 15 mm integrally extruded on the hinge side of the profilefor better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, selfdriven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of crosssection size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solidPVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be taperedat both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing thestyles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm,including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel,all complete as per manufacturer’s specification and direction of Engineer-in-charge.(DSR 9.142)
46Providing and laying Doublecharge vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 / ISO 13006 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm .(5.6.28)
47Supplying, fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2mm at 100mm centers and braced with M.S. flat diagonals 20 x 3mm with top and bottom rails of T.iron 40 x 40 x 6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of red lead paint, car riage, hoisting and taxes all complete as per building specification and direction of E/I.(5.5.14)
48Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, beadand if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S.pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbersas specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in charge:Fixing with adjustable lugs with split end tail to each jamb(DSR 10.41.1.1)
49Providing 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):(DSR 21.3.2)
50Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointing with white cement including rubbing, polishing and cost of curring taxes and royalty all complete as per building specification and direction and E/I.With \\"A\\" grade white 15X15cm Tiles.(5.6.23.1)
51Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete (DSR 13.26)
52Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @0.75 ltr /10 sqm (DSR 13.46.1)
53Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @0.75 ltr /10 sqm (DSR 13.48.1)
54Providing 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. (5.8.45)
55Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot Finished Welded Type Tubes (DSR 10.16.1)
56labour or fitting and fixing G.C.I. or C.A. sheet rooing in proper slope including the cost of 'J' or 'L' hooks,limpet and bitumen washers carriages o sheets to work site and taxes all complete as per building specification and direction o E/I (5.9.10)
57Aggregate 20 mm nominal size at Quarry wrd part b M 041
58Aggregate 40 mm nominal size at Quarry wrd part b M 042
59Labour laying for dry graded khoa jhama or stone filter under brick pitching or or boulder pitching in slope or apron including light rammimg etc ll complete as per building specification and direction of E/I Wrd 6.6.1
60Providing 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.DSR 2023 VOL 1, 12.41.2 110 mm diameter
61Providing and laying factory made chamferededgeCementConcretepaver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory methodusingPUmould, laid inrequired colour & pattern over 50 mm thick compactedbedofsand,compacting and proper bedding/laying of inter locking paverblocksintothesandbeddinglayer through vibratory compactionbyusingplatevibrator, filling the jointswithsandandcuttingofpaver blocksasper required size and pattern,finishing and sweeping extra sand. complete all as per direction of Engineer in-Charge. 80mmthickC.C.paverblockof M-35 grade with approved colour design and pattern.(16.91.2)
62Providing and fixing 40 mm high vitreous white glazed eathen E.W.C with p trap of perry hidustan or any other approved I/S/S make including supplying and fixing 15 litres mosquito proof low down flusing cistern E/I (3.2.2 ii a)
63Providing and fixing wash basin with C.I. brackets 15mm C.P. brass pillar taps, 32 mm C.P brass waste of standard pattern, including painting of fitting and brackets, cutting and making goods the wall wherever required, white vitreous china flat back wash basin size 550x400mm with single 15mm C.P. brass pillar taps. (3.2.5)
64Providing and fixing male ended 15 mm dia brass bibcock of approved quality with extra socket all complete as per building specification and direction of E/I.(3.1.5.1)
65Providing and fixing male ended 15 mm dia brass long bibcock of approved quality with extra socket all complete as per building specification and direction of E/I.(DSR 18.51.1)
66Providing 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 & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.25 mm nominal dia Pipes(DSR 18.9.3)
67Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includesjointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm nominal dia Pipes(DSR 18.9.4)
68Providing 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 & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.40 mm nominal dia Pipes(DSR 18.9.5)
69Wiring for light/point/fan point/Exhaust fan point/call bell point with 1.5 Sq.mm F.R P.V.C insulated copper conductor cable in surface / recessed P.V.C conduit as required. with piano type switch phenolic laminated sheet M.S Box earthing the point P.V.C insulated copper with 1.5 Sq.mm F.R PVC insulated copper conductor single core cable etc. at required. Group C (1.1.3)
70Supplying and fixing suitable size GI box/PVC all complete complete as per direction of Engineer in Charge.210x206x48mm (1.22.9)
71Supplying and fixing suitable size GI box/PVC all complete complete as per direction of Engineer in Charge.170x221x48mm (1.22.8)
72Supplying and fixing suitable size GI box/PVC all complete complete as per direction of Engineer in Charge.75x75x50mm (1.22.1)
73Wiring for light/power plug wiring with 2x4 sqmm PVC insulated copper conductor single core cable in surface/ recessed pvc conduit alongwith 1 No. 4 sq mm FR PVC insulated copper conductor single core cable for loop earthing as required. (1.5)
74Wiring 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. 2x1.5 sq.mm+ 1x1.5 sq. mm earth wire (1.7.1)
75Wiring 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 sq.mm+ 1x2.5 sq. mm earth wire (1.7.2)
76S/F of following sizes of PVC conduit along with the accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25mm (1.21.2)
77S/F of following sizes of PVC conduit along with the accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 32mm (1.21.2)
78Supplying 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 required. 72mmx226mmx48mm deep/(4\\"x10\\") (1.21.2.4)
79Supplying and fixing following piano type switch/socket on the existing switch box/cover including connections etc. as required. 5/6 amps switch(1.23.1)
80Supplying and fixing following piano type switch/socket on the existing switch box/cover including connections etc. as required. 3 pin 5/6 amps socket outlet(1.23.4)
81Supplying and fixing following piano type switch/socket on the existing switch box/cover including connections etc. as required. 15/16 amp switch(1.23.3)
82Supplying and fixing following piano type switch/socket on the existing switch box/cover including connections etc. as required. 5/16amps 6 pin socket outlet(1.23.5)
83Supplying and fixing metal box of 150 mm X 75 mmX 60 mm deep (nominal size) on surface or in recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential building).(1.29)
84Installation of ITC exhaust fan upto 450 mm sweep in the existing opening ,including making the hole to suitable size of the above fan making good the damage,connection ,testing &commissioning etc. as required (1.48)
85supply,installation,testing and commissioning of surface / recess mounting verticle type 415 volts. Pre-wired TPN MCB distribution board of sheet steel , dust procted , dully phosphatized and powder painted, inclusive of 200 amps. Tinned copper bus bar for monting MCB's detachable gland/ Knock out plate and with built in loose wire box and superior make terminal connecters for all in coming and out going circuits, dully prewired wirth adequate size of FR PVC insulated copper conducted up to the terminal connecter/ nuteral link and ready for installation of following ways (but without MCB,s and incomer) as required 4 (8+12)way double door verticle type (2.10.3)
86Providing and fixing of 300 mm exhaust fan.(C.G, Bajaj an Equivalent) (M 775)
87P/F of 1x18 w PL-L tube.(Philips, Bajaj Eqv) (M 856)
88ITC ceiling fan installation (1.44 )
89Supplying Celling Fan 48'' (1200 mm) (M 772)
90Carraige of materials (i) Cement
91Carraige of materials (ii) Sand
92Carraige of materials (iii) Stone Chips
93Carraige of materials (iv) M.S Reinforcement
94Carraige of materials (v) Stone Metal
95Carraige of materials (vi) Bricks
96Goods & Service Tax (G.S.T.) - 18%
97Labour Cess - 1% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 55976450
AUTHORITY Government Departments
TENDER VALUE 51.94 Lakhs
LAST DATE 23-06-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Upgradation Of Existing Aam With Additional Labour Room,Parking Shed,Yoga Shed,Boundary Wall,Entrance Gate,Recharge Pit,Sharp Pit,P.C.C. Road Approch To Hsc,Paver Block Pathway At Mahubani 2 Aam,Block-Baliyapur,Dist-Dhanbad
Basic Detail
Tender No DMFT/MIR/DHN/F2-09/26-27/GR01
Bidding Type Tender
Location
City Govindpur
State Jharkhand
Key Dates
Publish Date 15 Jun 2026
Submission Date 23 Jun 2026
Open Date 25 Jun 2026
Finance
Tender Value 51.94 Lakhs
Tender Fee 10000
EMD 1.04 Lakhs
Exemption Not Available
Document List
7ffa310c-eba0-4705-8a34-d710e4cf0b19.html
BOQ_155739.xls
Tendernotice_1 (9).pdf
term.pdf

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Tender Timeline

Jun 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 25, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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BOQ_155739.xls

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