Tender For Construction Work Of A Gram Panchayat Building In Village Mohaddinpur Gauri Of Vikash Block Bilhaur.
Tender Value
32.33 Lakhs
Estimated cost
Bid Submission
04 Aug 2026
13 days left
EMD
32400
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanpur Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of A Gram Panchayat Building In Village Mohaddinpur Gauri Of Vikash Block Bilhaur.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work im surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as tsqm on plan including ing getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m. directed by Engineer-in-Charge: 2.1.1 All kinds of soul 10 to 0.30 M). DSR 2.1 (2.8.1) |
| 2 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drillin 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1%concentration DSR 2.35.3 |
| 3 | Filling available excavated earth (excluding rock) m trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. DSR 2.25A |
| 4 | Suppluing and filling in plinth with with sand under floors, including watering and ramming cobusolidating and dressing complete DSR NO2.27 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)DSR No. 4 1.8 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.1.2 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 4 coarse sand) DSR 6.1.1 |
| 8 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.2 |
| 9 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.2.2 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. SI No. Ch 5.22.6 |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concret DSR 5.9.1 |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR 5.9.5 |
| 13 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessarybutt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge DSR 10.31 |
| 14 | Brick work commuun burut clay (nen modular bricks of class 150 m mperstructure above plusth level up to flory V level in all shapes and stres Cement mortar 16 (1 cement 6 charse sand) DSR 6.4.2 |
| 15 | Brick work commuun burut clay (nen modular bricks of class 150 m mperstructure above plusth level up to flory V level in all shapes and stres Cement mortar 16 (1 cement 4 charse sand) DSR 6.4.1 |
| 16 | 15 mm cement plaster on rough side of single or hall brick wall of mix 1.4 (1 cement: 4 fine sand) DSR 13.5.2 |
| 17 | 12 mm cement plaster on rough side of single or hall brick wall of mix 1.6 (1 cement: 6 fine sand) DSR 13.4.2 |
| 18 | Providing and laying Glazed vitrified floor tiles Matt/Antiskid in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 15: 15622, of approved make, in all colours and shades, laid on 12mm thick cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey centent slurry 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete size 600 x 600 mm DSR 11.41A.3.1 |
| 19 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR 11.3.1 |
| 20 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.3 |
| 21 | 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 30 steps and dados over 12 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.DSR11.38 |
| 22 | 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 complete. DSR-8.31 |
| 23 | 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. DSR 10.18 |
| 24 | Providing and applying white cement based putty average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80 |
| 25 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour DSR 13.82.2 (TWO COATS) |
| 26 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR 13.44 |
| 27 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade DSR 13.62.1 |
| 28 | Forming groove of uniform size in the top layer of washed stone gritplaster as per approved pattern using wooden battens, nailed to theunder layer, including removal of wooden battens, repair to the edgesof panels and finishing the groove complete as per specificationsand direction of the Engineer-in-charge 15 min wide and 15 mm deep groove DSR 13.73.1 |
| 29 | Providing and fixing on wall face unplasticised Rige PVC rain water pipes conforming to IS: 13592 Type A. including jomting with seal ring conforming to 15 5382, leaving 10 mm gap for thermal expansion, (1) Single socketed pipes, 110 nim diameter. DSR 12.41.2 |
| 30 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/e fixing the pipe with clamps at 1.00 mspacing 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. 20mm dia nominal outer dia nines DSR 18.8.2 |
| 31 | 15mm dia nominal outer dia nines DSR 18.8.1 |
| 32 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or Strap 10 litre low level white P.V.C. flushing cisterin including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR 17.1.1(Make-Parryware,Hindware,Cera,Prayag) |
| 33 | Providing and fixing wash basin with Ci brackets 15mm CP brass pillar taps 32mm CP brass waste of standard pattern, including painting of fitting and bracket cutting and making good the wall wherever require white vitereous china wash basin Sze 550x400mmn with a single 15mm CP brass pillar taps inculding all fittings DSR.17.7.3(Make-Parryware,Hindware,Cera,Prayag) |
| 34 | Providing and fixing white vitreous china flat hack or wall corner typelipped front urinal hasan of 430x260x350 mm or 340x410x265 mm stues respectively. DSR 17.23 |
| 35 | Providing and fixing C.P. brass long nose hich cock of approved quality conforming to 15 standards and weighing not less than 810 gms. 1)CP Bi-cock 15mm dia DSR 18.49. |
| 36 | Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washers complete. each DSR 17.31(Make-Parryware,Hindware,Cera,Prayag) |
| 37 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.20 mm nominal bore DSR 18.55.2(Make-Parryware,Hindware,Cera,Prayag) |
| 38 | Providing and Placing on terrace (at all floor level) polythene water storage tank, IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipe but without fittings and the brass support for Tank. DSR (18.48)(Make-Parryware,Hindware,Cera,Prayag) |
| 39 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes 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 12.41.2 |
| 40 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms DSR 18.65(Make-Parryware,Hindware,Cera,Prayag) |
| 41 | Providing and fixing PTMT towel rail complete with brackets fixed towooden cleats with CP brass screws with concealed fittingsarrangement of approved quality and colour DSR 17.73.1(Make-Parryware,Hindware,Cera,Prayag) |
| 42 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) DSR 18.17.1A(Make-Parryware,Hindware,Cera,Prayag) |
| 43 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bor DSR 18.51.1(Make-Parryware,Hindware,Cera,Prayag) |
| 44 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to 15mm nominal bore DSR 18.53(Make-Parryware,Hindware,Cera,Prayag) |
| 45 | Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia DSR 18.58.1.1(Make-Parryware,Hindware,Cera,Prayag) |
| 46 | Steel 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 andbolted with special shaped washers etc. complete Hot finished welded type tubes DSR 10.16.1 |
| 47 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC: 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment DSR16.60 |
| 48 | Providing and fixing 25mm thick PVC flush door shutter made out of one piece multi chamber extruded PVC section of the size of 762mmx25mm or less as per requirement with an average wall thickness of 1mm etc all omplete. (DSR 9-118-3) |
| 49 | Providing and fixing 35 mm thickISI Marked flush door shutter conferming to IS:2202(Part-1) decorative type,core of block board construction with frame of ist class hard wood and well matched... etc all omplete. (DSR 9-20.1) |
| 50 | cement concrete flooring, under layer 40 mm thick cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement...Complete item.DSR NO-11.3.1 |
| 51 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer.DSR NO-22.22A |
| 52 | Earth work im surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as tsqm on plan including ing getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m. directed by Engineer-in-Charge: 2.1.1 All kinds of soul 10 to 0.30 M). DSR 2.1 (2.8.1) |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)DSR No. 4 1.8 |
| 54 | Brick work with common burnt clay F.P.S. (non modular) bricks of class 7 designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cernent: 6 coarse sand). DSR-6.1.2 |
| 55 | Reinforced cement concrete work in walls (any thickness), includingattached 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.2.2 |
| 56 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR 5.22.6 |
| 57 | Brick work with common burnt clay F.P.S. (non modular) bricks of class 7 designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cernent: 4 coarse sand). DSR-6.4.1 |
| 58 | Steel work welded in built up sections/framed work including cutting, hoisting fixing in position and applying a primung coat of approved steel primer using 2 structural steel etc. as required. In gratings, frames, guard har, ladder cailings, brackets, gates and similar works DSR 10.31 |
| 59 | 15 mm cement plaster on rough side of single or hall brick wall of mix 1.4 (1 cement: 4 fine sand) DSR 13.5.1 |
| 60 | 12 mm cement plaster on rough side of single or hall brick wall of mix 1.4 (1 cement: 4 fine sand) DSR 13.4.1 |
| 61 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR 13.44.1 |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns DSR 5.9.5 |
| 63 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.3 |
| 64 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture DSR 13.62.1 |
| 65 | e/w in surface excavation not exceding 30 cm in depth but exceding 1.5 m width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by the engineer-in-charge 2.1.1 all kind of soil. Chapter-4 SI no 1 ref. to DSR (2.8.1) |
| 66 | 1:4:8 (1 cement :4 coarse sand : 8 graded brick aggregate 40 mm nominal size DSR 4.1.8 |
| 67 | Brick work with common burnt clay (Non Modular) Bricks of class-150 in foundation and plinth in: cement mortar 1:6 DSR 6.1.2 |
| 68 | Granular Sub-Base with Graded Material (Table:-400-1) Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC,Spreading in uniform layers with motor grader on prepared dsurface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Grarding -I(A/R) |
| 69 | Providing and laying 80mm thick faciory made cement concreteinterlocking paver block of M -35 grade made by block makingmachine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with line sandetc. all complete as per the direction of Engineer-in-charge. DSR 16.68 |
| 70 | 1:2:4 (1 cement :2 coarse sand : 4 graded brick aggregate 20 mm nominal size DSR 4.1.4 |
| 71 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR 5.22.6 |
| 72 | 12 mm thick plaster finished of mix DSR 13.4.1 |
| 73 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m DSR 2.25 |
| 74 | Cartege of material like Submerssible pump, 110/63 mm dia PVC pipe, strainer,cement.coarse sand and grit for upto site |
| 75 | (A) Supply of 1.00 H.P KSB make oil filled single phase submersable motor pump set, discharge 20000lts/hr at the head of 45mtr etc ic supply of suitable submersable cable & wire rope etc all comp |
| 76 | 110 mm dia PVC Pipe 6 kg/Sqm |
| 77 | 32 mm dia Medium Quality G.I. Pipe. |
| 78 | Hire of machine,digging of pit, installetion of ladder etc. required for boring with Palm & Pressure method. |
| 79 | 150 MM Dia boring with Palm & Pressure method |
| 80 | 00.00 to 30.00 M |
| 81 | .30.00 to 45.00 M |
| 82 | 45.00 to...... More |
| 83 | 110 mm dia PVC Pipe assembled pipe stainer nominal dia |
| 84 | Laying coarse saind arround stainer nominal dia pipe |
| 85 | Filling of ventonite between bore & casing (PVC) pipe |
| 86 | Installation of 1.50 hp Submerssible pump |
| 87 | Disinfection work( including material required) after development work of boring |
| 88 | Construction of 60x60 M size Chamber complete with material and labour (as per drawing) |
| 89 | Bush 32mmx40 mm |
| 90 | Socket |
| 91 | Nipple 12 mmx32 mm |
| 92 | Boring cap |
| 93 | Gate Valve |
| 94 | Nut Bolt |
| 95 | Elbow 32 mm x 25 mm |
| 96 | Nipple 150 mm x 25 mm |
| 97 | Supply/Fixing of control panel with board. |
| 98 | G.I. Pipe 32 mm dsr 18.10.4 |
| 99 | G.I. Pipe 25 mm dsr 18 10 .3 |
| 100 | G.I. Pipe 15 mm dsr 18.10.1 |
| 101 | P/F of 15 mm dia brass bib cock |
| 102 | Imbosing work |
| 103 | Water testing work. |
| 104 | Earth work im surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as tsqm on plan including ing getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m. directed by Engineer-in-Charge: 2.1.1 All kinds of soul 10 to 0.30 M). DSR 2.1 (2.8.1) |
| 105 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)DSR No. 4 1.8 |
| 106 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, mcluding pumping of concrete to site of laying but Excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without imparing strength and durability as per direction of Engineerin charge. (Note: Cement content considered in this iten is 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).(Note: Cement content considered in this item is 330 kg/cum.Excess/less cement used as per design nux is payable/recoverable separately) All works upto plinth level DSR 5.33.1 |
| 107 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR 5.22.6 |
| 108 | Total Quantity : |
| 109 | Brick work with common burnt clay F.P.S. (non modular) bricks of class 7 designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cernent: 6 coarse sand). DSR-6.1.1 |
| 110 | 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. 150 mm nominal size dia DSR 23.3.2 |
| 111 | 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. DSR 23.5 |
| 112 | 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. DSR 23.6 |
| 113 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in charge. DSR 23.7 |
| 114 | 12 mm cement plaster on rough side of single or half brick wall ofmix: 1:4 (1 cement : 4 Fine Sand) DSR 13.4.1 |
| 115 | Supply and fixing U-pvc Pipe 110 mm dia as per DSR 7189 |
| 116 | Supply and fixing of upvc pipe bend 110 mm as per DSR 7209 |
| 117 | Supply and fixing of upvc pipeTee110 mm as per DSR 7209 |
| 118 | Supply and fixing of upvc pipeTee110 mm as per DSR 7209 |
| 119 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS / HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc as per site requirement and as directed by Engineer in-charge. |
| 120 | Wiring for circuit / submain wiring along with earth wire with the 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as per site requirement and as directed by Engineer in-charge. |
| 121 | Wiring for circuit / submain wiring along with earth wire with the 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as per site requirement and as directed by Engineer in-charge. |
| 122 | Supplying and fixing 5/6 A switch modular switch on the existing modular plate & switch box including connections but excluding modular plate etc as per site requirement and as directed by Engineer in-charge. |
| 123 | Supplying and fixing 3 pin 5/6 A socket outlet on the existing modular plate & switch box including connections but excluding modular plate etc as per site requirement and as directed by Engineer in-charge. |
| 124 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as per site requirement and as directed by Engineer in-charge. |
| 125 | Supplying and fixing suitable size GI box with plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc as per site requirement and as directed by Engineer in-charge. |
| 126 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc as per site requirement and as directed by Engineer in-charge. |
| 127 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc as per site requirement and as directed by Engineer in-charge. |
| 128 | Extra for fixing the louvers/ shutters complete with frame for an exhaust fan of all sizes as per site requirement and as directed by Engineer in-charge. |
| 129 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non-residential buildings) as per site requirement and as directed by Engineer in-charge. |
| 130 | Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc as per site requirement and as directed by Engineer in-charge. |
| 131 | Supplying and fixing PVC batten / angle holder including connections etc as per site requirement and as directed by Engineer in-charge. |
| 132 | Supplying and fixing 8 way , Double door, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper busbar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) as per site requirement and as directed by Engineer in-charge. |
| 133 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of Single pole in the existing MCB DB complete with connections, testing and commissioning etc. as per site requirement and as directed by Engineer in-charge. |
| 134 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of Double pole in the existing MCB DB complete with connections, testing and commissioning etc. as per site requirement and as directed by Engineer in-charge. |
| 135 | Supplying and laying 6 SWG G.I. wire at 0.50 Meter below ground level for conductor earth electrode, including connection/ termination with GI thimble etc.as per site requirement and as directed by Engineer in-charge. |
| 136 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & springwasher spaced at 50mm) as per site requirement and as directed by Engineer in-charge. |
| 137 | Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. Complete as per site requirement and as directed by Engineer in-charge. |
| 138 | LED Batten light 18-22 Watt (System lumen efficacy ≥105 <120 lm/Watt). Supplying, Installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P.F.≥0.95, IP20, CRI >80, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) |
| 139 | LED Street light fixture, 45 Watt powder coated pressure die cast aluminium body (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of Street light LED fixture powder coated pressure die cast aluminium body with driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMIEMC As per CISPR 15 , lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5-year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). 8.13.1 10 watt Each as per site requirement and as directed by Engineer in-charge. |
| 140 | Brush Less Direct Current (BLDC) Fan without Remote 1200mm, service value ≥ 6.0 CM/Min/Watt, airdelivery 210 CM/Min (Minimum) Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as per site requirement and as directed by Engineer in-charge. |
| 141 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of Upto 35 sq. mm direct in ground including excavation and refilling the trench etc as required, but excluding and cushioning and protective covering.as per site requirement and as directed by Engineer in-charge. |
| 142 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade Upto 35 sq. mm size in the existing masonry open duct as per site requirement and as directed by Engineer in-charge. |
| 143 | Supplying and making end termination with brass compression gland and aluminium lugs for 2 X 6 sq. mm (19mm) size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as per site requirement and as directed by Engineer in-charge. |
| 144 | Supply & fix one 3 pin socket outlet 5 Amp on same board wiring with PVC insulated copper wire 1.5 Sqmm with continues earth wire. as per site requirement or directed by EIC. |
| 145 | Making hole for installation of exhaust fan of size up to 450mm sweep by demolishing brick work manually/by mechanical means including disposal of alba within 50 meters lead and making good the wall by plastering etc. as per site requirement and as directed by Engineer in-charge. |
| 146 | Supply and making of maintenance free chemical earthing as per IS-3043 with arrangement for earthing of 50 mm Dia 3 Mtr. lenth pure copper electrode backfill compound (BFC BAG). It also includes supply & making chamber with cement concrete ratio 1:3:6 (20 mm graded agregate) for making earth pit with painting of Yellow colour, CI hinged cover plate/pre cast reinforement cover with lifting handle to be fixed on top of the pit along with display plate of earthing value complete in all respect. as per site requirement and as directed by Engineer in-charge. |
| 147 | Providing and fixing 225 mm (9 inch) sweep heavy-duty exhaust fan suitable for operation on 220--240 V single-phase, 50 Hz AC supply complete with capacitor start induction motor, copper winding double ball bearings, metal/ABS blade protective bird guard mounting frame, all fixing accessories and internal wiring complete as per site requirement and as directed by Engineer in-charge. |
| 148 | Supply of 1.1 KV grade of 6 sq.mm X 2 core power cable complete testing and commissioning XLPE insulated Aluminium conductor armoured underground LT cable. As per site requirement or directed by Engineer in-charge.Make: Gloster/ Havells/ KEI/ Finolex |
| 149 | Providing and fixing DOL starter suitable for 1.5 HP, 230 V single-phase submersible pump motor, complete with 6 A contactor, 16-20 A DP MCB, adjustable thermal over load relay, 120 - 150 C start capacitor, 50 V run capacitor, START/STOP push buttons, indication lamp, and IP54 enclosure as per site requirement and as directed by Engineer in-charge. |
| 150 | Less 5% due to Department Charges Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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