Tender For Construction Work Of Large Cow Conservation Center In New Hinduari, Robertsganj.
Tender Value
1.35 Crore
Estimated cost
Bid Submission
26 Nov 2026
11 days left
EMD
2.71 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sonbhadra → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Large Cow Conservation Center In New Hinduari, Robertsganj.
BOQ
| Sl. No. | Item Description |
| 1 | A-CATTLE SHED Clearing of grass and jungle area and removal of rubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per DSR SI. No. 2.32 |
| 2 | Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m.DSR Sl.No. 2.8.1 |
| 3 | Local Sand filling for black cotton soil i/c supply of all material,leveling,dressing ,remaning properly with watering etc all complete.as per DSR SI. No. 2.27 |
| 4 | Providing and 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 !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8 |
| 5 | Tretment junction of wall and the floor 7.5 liters /sqm (s) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacture,s standard . |
| 6 | Brick work withcommon brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per DSR Sl. No -6.1.1 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cenering, shuttering, finishing and reinforcement- all work up to plinth level 1:1.5:3 ( 1cement:1.5 coarse sand(zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 5.1.2 |
| 8 | Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand ) DSR Sl. No. 7.7.1 |
| 9 | Reinforcd cement concrete work walls ( any thickness), including attached pilasters, buttresses, plinth and string courses, fillet, columns, pillars, pier, 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 ( 1cement 1.5 coarse sand ( zone!!!) derived from natural sourses :3 graded stone aggregate 20 mm nominal size derived from natural sourses) DSR Sl . No. 5.2.2 |
| 10 | Reinforcd cement concrete work in beams, supended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement:1.5 coarse sand (zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 5.3 |
| 11 | Steel Reinforcment for RCC work including straightening cutting, bending in position and binding all complete upto plinth level . Thermo-Mechanically Treated bars of grade Fe-500D or more DSR Sl No 5.22.6 |
| 12 | Centering and shuttering including shutting, propping etc. and removal of from for Foundations, footings, bases of columns, etc. for mass concrete DSR Sl. No.5.9.1 |
| 13 | Centering and shuttering including shutting, propping etc. and removal of from for Lintels, beams,plinth beams, girders,bressumers and canilevers DSR Sl. No. 5.9.5 |
| 14 | Excavating supplying, stacking and filling of local earth (Including Royality ) by mechanical transport up to a lead of 5 km also including ramming and watering of earth in layers not exceeding 20 cm in foundation trenches, sides of foundation etc. complete for all lift DSR 2.25(a) |
| 15 | Brick work withcommon brunt clayF.P.S. ( non modular ) bricks of class -designation 7.5 insuperstructure above plinth level up to floor V level in all shapes and sizes in cement mortor 1:6 ( 1 cement:6 coarse sand ) i as per DSR Sl. No -6.4.2 |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering snd shuttering - All work up to plinth level: 1:2:4 ( 1 cement:2 coarse sand (zone !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.3 |
| 17 | 15 mm cement plaster of mix: 1:4 ( 1 cement:4 coarse sand ) DSR Sl. No. 13.5.1 |
| 18 | 12 mm cement plaster of mix: 1:4 ( 1 cement:4 coarse sand ) DSR Sl. No. 13.4.1 |
| 19 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 1:4 cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:As Per DSR 11.1.1 |
| 20 | 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 and bolted with special shaped washers etc. complete as per DSR SI.10.16.1 |
| 21 | P/F of G.S. sheet roofing i/c vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ex/c the cost of purlins, rafters and trusses and i/c cutting & 1.0 mm thick with zinc coating not less than 275 gm/m² as per DSR SI.No.12.1.1 |
| 22 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete With residual type petroleum bitumen of grade VG -10 As per DSR 12.15.1 |
| 23 | 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 10mm gap for thermal expansion (!) Single socketed pipes 110 mm diameter as per DSR Sl No 12.41.2 |
| 24 | Finishing walls with water proofing cement paint of required shade for New work (Two or more coats applied @ 3.84 kg/10 sqm) as per DSR 13.44.1 |
| 25 | Painting with Synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on New work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per DSR Sl. No. 13.62.1 |
| 26 | B- Const- of Interlocking Road All Complete. Clearing of grass and jungle area i/c all complete as per DSR SI. No. 2.32. |
| 27 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.as per DSR 2.6.1 |
| 28 | 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) all complete.as per DSR SI.No. 4.1.8 |
| 29 | Brick work withcommon brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per DSR Sl. No -6.1.1 |
| 30 | Excavating supplying, stacking and filling of local earth (Including Royality ) by mechanical transport up to a lead of 5 km also including ramming and watering of earth in layers not exceeding 20 cm in foundation trenches, sides of foundation etc. complete for all lift DSR 2.25(a) |
| 31 | Construction of granular sub-base by providing ready mix material spreading in uniform layers with motor grader on prepared surface and compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMC complete as per Technical specification Clause 401. |
| 32 | Providing in & Laying of interlocking Concrete block pavements having thickness 80mm zig zag rubber moulded colured. As per technical specification clause 1504 |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering snd shuttering - All work up to plinth level: 1:2:4 ( 1 cement:2 coarse sand (zone !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.3 |
| 34 | 12mm thick plaster with cement and c/sand sand in 1:4 including labour material & T&P etc as per DSR 13.4.1. |
| 35 | S/F of 350 mm dia RCC hume pipe NP-3 i/c all material and labour t and p etc complet.As per i.s. 458-2003 |
| 36 | C- Const. Of Hay Store All Complete Work- Clearing of grass and jungle area and removal of rubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per DSR SI. No. 2.32 |
| 37 | Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m.DSR Sl.No. 2.8.1 |
| 38 | Local Sand filling for black cotton soil i/c supply of all material,leveling,dressing ,remaning properly with watering etc all complete.as per DSR SI. No. 2.27 |
| 39 | Excavating supplying, stacking and filling of local earth (Including Royality ) by mechanical transport up to a lead of 5 km also including ramming and watering of earth in layers not exceeding 20 cm in foundation trenches, sides of foundation etc. complete for all lift DSR 2.25(a) |
| 40 | Providing and 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 !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8 |
| 41 | Treetment of soil under existing floors, using chemical , emulsion @ 1.00 liter per hole , 300 mm apart including drilling 12 mm diameter hols and plugging with cement mortor 1:2(1 cement :2 coarse sand ) to match the exsiting floor as per DSR Sl .no. 2.35.3.1:( with chlorphriphos / Lindane E.C 20% with 1% concentration |
| 42 | Brick work withcommon brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per DSR Sl. No -6.1.1 |
| 43 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cenering, shuttering, finishing and reinforcement- all work up to plinth level 1:1.5:3 ( 1cement:1.5 coarse sand(zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 5.1.2 |
| 44 | Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand ) DSR Sl. No. 7.7.1 |
| 45 | Reinforcd cement concrete work walls ( any thickness), including attached pilasters, buttresses, plinth and string courses, fillet, columns, pillars, pier, 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 ( 1cement 1.5 coarse sand ( zone!!!) derived from natural sourses :3 graded stone aggregate 20 mm nominal size derived from natural sourses) DSR Sl . No. 5.2.2 |
| 46 | Reinforcd cement concrete work in beams, supended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement:1.5 coarse sand (zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 5.3 |
| 47 | Steel Reinforcment for RCC work including straightening cutting, bending in position and binding all complete upto plinth level . Thermo-Mechanically Treated bars of grade Fe-500D or more DSR Sl No 5.22.6 |
| 48 | Centering and shuttering including shutting, propping etc. and removal of from for Foundations, footings, bases of columns, etc. for mass concrete DSR Sl. No.5.9.1 |
| 49 | Centering and shuttering including shutting, propping etc. and removal of from for Lintels, beams,plinth beams, girders,bressumers and canilevers DSR Sl. No. 5.9.5 |
| 50 | Brick work withcommon brunt clayF.P.S. ( non modular ) bricks of class -designation 7.5 insuperstructure above plinth level up to floor V level in all shapes and sizes in cement mortor 1:4 ( 1 cement:4 coarse sand ) i as per DSR Sl. No -6.4.1 |
| 51 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approve steel primer all complete. Fixed to steel windows by welding. DSR- 9.48.1 |
| 52 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. 80x1.25 mm M.S. laths with 1.25 mm thick top coverr required thickness for rolling shutters.As per DSR 10.6.1 |
| 53 | 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 and bolted with special shaped washers etc. complete as per DSR SI.10.16.1 |
| 54 | P/F of G.S. sheet roofing i/c vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ex/c the cost of purlins, rafters and trusses and i/c cutting & 1.00 mm thick with zinc coating not less than 275 gm/m² as per DSR SI.No.12.1.1 |
| 55 | 12 mm cement plaster of mix: 1:4 ( 1 cement:4 coarse sand ) DSR Sl. No. 13.4.1 out side plane surface |
| 56 | 15 mm cement plaster on rough side of half brick walls of mix: 1:4 ( 1 cement:4 coarse sand ) DSR Sl. No. 13.5.1(in side) |
| 57 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of pannels and finishing the groove complete as per specification and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove DSR Sl. No. 13.73.1 |
| 58 | Chequrred precast cement concrete tiles 22 mm thick in foothpath & courtyar, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortor 1:4 ( 1 cement :4 coarse sand ) Light shade pigment using white cement DSR Sl. No. 11.20.1 |
| 59 | 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate) finished with a floa ting coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.as per DSR 11.3.1 |
| 60 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors.all complete. As per DSR 11.13.1 |
| 61 | Finishing walls with water proofing cement paint of required shade for New work (Two or more coats applied @ 3.84 kg/10 sqm) as per DSR 13.44.1 |
| 62 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. DSr- 13.41.1 |
| 63 | Painting with Synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on New work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per DSR Sl. No. 13.62.1 |
| 64 | 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 10mm gap for thermal expansion (!) Single socketed pipes 110 mm diameter as per DSR Sl No 12.41.2 |
| 65 | D- Const Of Office And Cate Taker Room All Acomplete Work- Clearing grass and removal of rubbish up to a distance of 50 m out side the periphery of the arae cleared.DSR Sl. No.2.32 |
| 66 | Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m.DSR Sl.No. 2.8.1 |
| 67 | Local Sand filling for black cotton soil i/c supply of all material,leveling,dressing ,remaning properly with watering etc all complete.as per DSR SI. No. 2.27 |
| 68 | Providing and 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 !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8 |
| 69 | Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand ) DSR Sl. No. 7.7.1 |
| 70 | Excavating supplying, stacking and filling of local earth (Including Royality ) by mechanical transport up to a lead of 5 km also including ramming and watering of earth in layers not exceeding 20 cm in foundation trenches, sides of foundation etc. complete for all lift DSR 2.25(a) |
| 71 | Treetment of soil under existing floors, using chemical , emulsion @ 1.00 liter per hole , 300 mm apart including drilling 12 mm diameter hols and plugging with cement mortor 1:2(1 cement :2 coarse sand ) to match the exsiting floor as per DSR Sl .no. 2.35.3.1:( with chlorphriphos / Lindane E.C 20% with 1% concentration |
| 72 | Brick work withcommon brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per DSR Sl. No -6.1.1 |
| 73 | Brick work withcommon brunt clayF.P.S. ( non modular ) bricks of class -designation 7.5 insuperstructure above plinth level up to floor V level in all shapes and sizes in cement mortor 1:6 ( 1 cement:6 coarse sand ) i as per DSR Sl. No -6.4.2 |
| 74 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cenering, shuttering, finishing and reinforcement- all work up to plinth level 1:1.5:3 ( 1cement:1.5 coarse sand(zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 5.1.2 |
| 75 | Reinforcd cement concrete work walls ( any thickness), including attached pilasters, buttresses, plinth and string courses, fillet, columns, pillars, pier, 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 ( 1cement 1.5 coarse sand ( zone!!!) derived from natural sourses :3 graded stone aggregate 20 mm nominal size derived from natural sourses) DSR Sl . No. 5.2.2 |
| 76 | Reinforcd cement concrete work in beams, supended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement:1.5 coarse sand (zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 5.3 |
| 77 | Steel Reinforcment for RCC work including straightening cutting, bending in position and binding all complete upto plinth level . Thermo-Mechanically Treated bars of grade Fe-500D or more DSR Sl No 5.22.6 |
| 78 | Centering and shuttering including shutting, propping etc. and removal of from for Suspended floors, roof, landings, balconies and access plateform DSR Sl. No.5.9.3 |
| 79 | Centering and shuttering including shutting, propping etc. and removal of from for Lintels, beams,plinth beams, girders,bressumers and canilevers DSR Sl. No. 5.9.5 |
| 80 | 12 mm cement plaster of mix: 1:4 ( 1 cement:4 coarse sand ) DSR Sl. No. 13.4.1 |
| 81 | 15 mm cement plaster on rough side of half brick walls of mix: 1:4 ( 1 cement:4 coarse sand ) DSR Sl. No. 13.5.1(in side) |
| 82 | 6 mm cement plaster 1:3 ( 1 cement:3 fine sand ) finished with a floating coat of neat cement of lime wash on top of walls when dry for bearing of R.C.C. slabs and beams: DSR Sl.No. 13.17 |
| 83 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of pannels and finishing the groove complete as per specification and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove DSR Sl. No. 13.73.1 |
| 84 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete DSR Sl. No. 13.80 |
| 85 | Finishing Walls with Acrylic Smooth exterior paint of required shade : New work ( Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre /10 sqm ) DSR Sl. No. 13.46.1Two coats |
| 86 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle section of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat piees to the existing T-iro frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-in-charge.DSR Sl.No. 10.31 |
| 87 | Steel work welded in built up sections/ framed work, iincluding cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required .In grating, frames, guard bar, ladder, railings, brackets, gates and similar works DSR Sl.No. 10.25.2 |
| 88 | Painting with Synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on New work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per DSR Sl. No. 13.62.1 |
| 89 | Providing and fixing M.S. fan clamp Type 1 or !! Of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs during laying, including painting the exposed portion of loop, all as per standard design complete DSR Sl. No. 10.17 |
| 90 | Providing and laying in position cement concrete of specified grade excluding the cost of centering snd shuttering - All work up to plinth level: 1:2:4 ( 1 cement:2 coarse sand (zone !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.3 |
| 91 | Providing and laying vitrified ttiles in floor in different size ( thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to I.S. 15622, of approved make, in all colours &shades, laid on 20 mm thick cement slurry @ 3.3 kg/ sqm including grouting thejoints with white cement and matching pigment etc, complete . Size of Tile 600x600 mm DSR Sl.No. 11.41.2 |
| 92 | Providing and laying vitrified tiles in different size ( thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to I.S. 15622, of approved make, in all colours & shades,in skirting, riser of steps, over 12 mm thick bed of cement mortor1:3 (1 cement:3 coarse sand ) jointing with grey cement & matching pigment etc @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigment etc, complete . Size of Tile 600x600 mm DSR Sl.No. 11.46.2 |
| 93 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm 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.DSR Sl. No. 11.39 |
| 94 | Supply and fixing of mosquito proof jali having 5 mesh each cm. Made of 24 B.W.G wire heavy quality and including cost of 25x5 mm. flat iron around the jali , welding etc complte NS2 |
| 95 | 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 10mm gap for thermal expansion (!) Single socketed pipes 110 mm diameter as per DSR Sl No 12.41.2 |
| 96 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material including malba, all complete as per the direction of Engineer-in charge.per DSR Sl No 14.80.1 |
| 97 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.As per DSR Sl No 17.18.1 |
| 98 | P/F of 15 mm dia (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps and testing of joints complete as per direction of Engineer in Charge.As per DSR Sl No 18.7.1 |
| 99 | P/F of 25 mm dia (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps and testing of joints complete as per direction of Engineer in Charge.As per DSR Sl No 18.7.3 |
| 100 | P/ F of 15 dia brass bib cock of approved quality i/c all complete. As per DSR Sl No 18.15.1 |
| 101 | P/ F of 15 dia brass Stop cock of approved quality i/c all complete. As per DSR Sl No 18.16.1 |
| 102 | P/ F of 25 dia gate valve of approved quality i/c all complete. As per DSR Sl No 18.17.1 |
| 103 | P/ F of 15 dia ball valve of approved quality i/c all complete. As per DSR Sl No 18.18.1 |
| 104 | P/ F of 15 dia pvc connection pipe 45cm length of approved quality i/c all complete. As per DSR Sl No 18.21.2 |
| 105 | P/ F of white vitreous china wash basin Angle back wash basin of size 400x400 mm i/c making all connection all complete. As per DSR Sl No 17.25.4 |
| 106 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. As per DSR Sl No 18.48 |
| 107 | Supply & fixing of Display Board/ Granite stone I/c writting etc. I/c labour material and T&P etc. |
| 108 | E- Const Of Charhi All Complete Work- Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m.DSR Sl.No. 2.8.1 |
| 109 | Providing and 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 !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8 |
| 110 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cenering, shuttering, finishing and reinforcement- all work up to plinth level 1:1.5:3 ( 1cement:1.5 coarse sand(zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 5.1.2 |
| 111 | Steel Reinforcment for RCC work including straightening cutting, bending in position and binding all complete upto plinth level . Thermo-Mechanically Treated bars of grade Fe-500D or more DSR Sl No 5.22.6 |
| 112 | Centering and shuttering including shutting, propping etc. and removal of from for Lintels, beams,plinth beams, girders,bressumers and canilevers DSR Sl. No. 5.9.5 |
| 113 | Finishing walls with water proofing cement paint of required shade for New work (Two or more coats applied @ 3.84 kg/10 sqm) as per DSR 13.44.1 |
| 114 | 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate) finished with a floa ting coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.as per DSR 11.3.1 |
| 115 | F-Construction of Septic Tank all complete Work Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m.DSR Sl.No. 2.8.1 |
| 116 | Providing and 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 !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8 |
| 117 | Brick work withcommon brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per DSR Sl. No -6.1.1 |
| 118 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cenering, shuttering, finishing and reinforcement- all work up to plinth level 1:1.5:3 ( 1cement:1.5 coarse sand(zone!!!) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl. No. 5.1.2 |
| 119 | Steel Reinforcment for RCC work including straightening cutting, bending in position and binding all complete upto plinth level . Thermo-Mechanically Treated bars of grade Fe-500D or more DSR Sl No 5.22.6 |
| 120 | Centering and shuttering including shutting, propping etc. and removal of from for Lintels, beams,plinth beams, girders,bressumers and canilevers DSR Sl. No. 5.9.5 |
| 121 | 15 mm cement plaster on in side of one & half brick walls of mix: 1:4 ( 1 cement:4 coarse sand ) DSR Sl. No. 13.5.1 |
| 122 | 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate) finished with a floa ting coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.as per DSR 11.3.1 |
| 123 | G- Const Of Nali All Complete Work Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m.DSR Sl.No. 2.8.1 |
| 124 | Providing and 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 !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.8 |
| 125 | Brick work withcommon brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per DSR Sl. No -6.1.1 |
| 126 | Providing and laying in position cement concrete of specified grade excluding the cost of centering snd shuttering - All work up to plinth level: 1:2:4 ( 1 cement:2 coarse sand (zone !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.3 |
| 127 | 12 mm cement plaster of mix: 1:4 ( 1 cement:4 coarse sand ) DSR Sl. No. 13.4.1 |
| 128 | H- Installation Of High Mast Light 12.50 Mtr Hight. 03 no-Supply & installation of 12.5 mtr height mast shaft of approved make with raising lowering system hot dip galonised in side and out side dip having pole sheet thickness 3 mm top dia minimum 150 mm bottom dia 360 mm base plate 32 mm thickness suitale for wind velocity as per si no. 875 part 3 & having no. circumferferentiweld weld, with accessories for high mast such as head frame suitable for 6 luminaries &its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect.complete.as per si no. 21.3 (SOR 2024) |
| 129 | Supply & fixing of feeder pillar autometic switch on 25 A TPN complete SI.No.807f(ii)(SOR 2018) |
| 130 | Supply & fixing of 16 MM x 4 core armed cable undergrounding all complete as per si no. 501(i) (SOR 2018) |
| 131 | Earthing with GI earth pipe 4.50 mtr long 40 mm dia i/c accessories and providing masonary encloser with cover plate having locking arrangement and watering pipe etc with charcoale/coke and salt as required. DSR 2022 (Sr.No. 5.2) |
| 132 | Supply and Wiring of submains with 2 nos. 4 sq. mm. FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy guage rigid steel conduit on surface with number 14 swg copper earth continuty wire complete As Per SOR 2018 SI.No.211(B)(SOR 2018) |
| 133 | Supply and fixing of single unit LED aviation obstruction light complete with transformer and LED spiral etc complete in all Complete as per SOR 2018 SI No. 409. (SOR 2018) |
| 134 | Supply & fixing of factory wired intelderd LED flood light luminarires with dia cost aluminium housing built with driver set suitable for 170 to 200 watt confirming to ip 66 protection g all complete.as per si no. 23.26 cat AAA (SOR 2024) |
| 135 | Supply & fixing of flexible pipe 32mm dia |
| 136 | J- Cost of Internal & External Electrification Cattle Shed, Office, care taker& Hay Godown- wiring point for light point /fan point/ exhast fan point / call bell point with 1.5 sq mm FRLS pvc insulated copper conductor single core cable in surface /pvc conduit with copper earth continuity wire drawrecessed medium class pvc conduit with modular switch modular plate suitable G.I. box and eartheing As Per DSR 1.10.1 |
| 137 | wiring for circuit / submain wiring along with earth wire with the following size of FRLS pvc insulated copper conductor single core cable core surface / recessed medium class pvc conduct as required 2x2.5 sq mm +1x2.5 sq mm earth wire As Per DSR 1.14.2 |
| 138 | wiring for circuit / submain wiring along with earth wire with the following size of FRLS pvc insulated copper conductor single core cable core surface / recessed medium class pvc conduct as required 2x4sq mm +1x4 sq mm earth wire As Per DSR 1.14.3 |
| 139 | Supplying and fixing suitable size GI box with modular 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 required.As Per DSR 1.31 |
| 140 | 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 A& 15/16 modular socket out let and 15/16 A modular switch, connections etc as per required As Per DSR 1.32 |
| 141 | Supply and fixing of LED Tube light batten fitting suitable for up to 1x22 watt LED tube light on surface complete in all respect-CAT-AAA As per UPPWD 1413(A) |
| 142 | Supply and Fixing of recess/Surface/Pendant mounting round 6 watt to 8 watt LED down Lighter having powder Coated die cast aluminium housing with heat sink,diffuser/Reflector and driver Set complete in all respect CAT-AAA As Per UPPWD 1401 |
| 143 | Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.. CAT-AA As Per UPPWD 1402 |
| 144 | supply, installation ,testing and commisioning of 1200 mm sweep ,BEE 5star rated , ceilling fan with brush less direct current (BLDC) Motar , class of insulation B , 3 Nos , blades , 30 cm long down rod , 2 nos canopies ,shacle kit safty rope , copper winding , power factore not less than 0.9 service value (cm/m/w) minimum 6.00 AIR deliver minimum 210 cum/min ,350 RPM (TOLERANCE AS PER IS:374-2019) THD less than 10 % remote or electronic regulator unit for speed control and all remainning accessories including saftey oin , nut bolts washers temperature rise =75 degree C(max ) insulation resistance more than 2 mega ohm suitable for 230v 50 hz single phase AC supply ,earthing etc. complete as required .As Per DSR 19.1 |
| 145 | supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connection but excluding modular plate etc. as required .As Per DSR 1.25 |
| 146 | Extra for fixing the labour /shutters complete with frame for exhaust fan of all sizes As Per DSR 1.51 |
| 147 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 4 way (4 + 12), Double door As per DSR 2.4.1 |
| 148 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole As per DSR 2.10.1 |
| 149 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole As per DSR 2.10.3 |
| 150 | Supplying and fixing of four pole ( three phase & neu tral) 415 volt resdual current cuircit breaker (RCCB) having a sensivity current 30 Ma in the existing MCB DB complete with connection testing and commissioning etc. as required.As per DSR 2.15.2 |
| 151 | supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified .UPPWD-725(A |
| 152 | K- Cost of Internal & External Sanitory & Water Supply work- Providing & fixing CPVC pipes complete with fitting & clamps including cutting & making good the walls etc. (internal work) Concealed on wall 18.9.3 a) 25mm nominal dia pipe D.S.R. No. 18.7.3 |
| 153 | b) 15mm nominal dia pipe D.S.R. No. 18.7.1, |
| 154 | Providing and fixing gun metal gate valve with wheel of approved quality- a) 32mm dia nominal bore D.S.R. No. 18.17.2 |
| 155 | Providing and fixing brass stop cock of approved quality -a) 15mm nominal bore D.S.R. No. 18.16.1 |
| 156 | Providing and fixing soil, waste and vent PVC pipe with base concrete 1:4:8 4.5 cm thick and pipe covered 1:2:4 Cocrete as SOR PWD Luck now. A- 110 mm diameter: |
| 157 | B- 75 mm diameter: |
| 158 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S.screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. DSR 12.43.2 a) 110mm |
| 159 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. DSR 12.44 |
| 160 | Providing & fixing CPVC pipes complete with fitting & clamps including cutting & making good the walls etc. (internal work) Exposed on Wall, SOR Lucknow a) 25mm dia nominal bore (dedium duly) D.S.R. No. 18.7.3 |
| 161 | Providing & fixing CPVC pipes complete with fitting & clamps including cutting & making good the walls etc. (internal work) Concealed on wall, as per DSR - a) 15mm nominal dia Pipes D.S.R. No. 18.7.1, |
| 162 | b) 20 mm nominal dia Pipes D.S.R. No. 18.7.2 |
| 163 | Providing and fixing uplasticised PVC connection pipe with brass unions. D.S.R. No. 18.21.2 a) 15 mm dia nominal bore |
| 164 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 D.S.R. No. 18.49.1, a) 15 mm dia nominal bore |
| 165 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. D.S.R. No. 18.51.1, a) 15 mm dia nominal bore, |
| 166 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. D.S.R. No. 18.53.1, a) 15 mm dia nominal bore |
| 167 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) . D.S.R. No. 18.17.1A & 18.17.1, SOR Lucknow a) 20 mm dia nominal bore D.S.R. No18.17.1A |
| 168 | b) 25 mm dia nominal bore. No18.17.1 |
| 169 | Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete D.S.R. No. 18.18.3 - a) 25 mm dia nominal bore D.S.R. No. 18.18.3 |
| 170 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m DSR 2.10.1.2 - a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 171 | Laying of 110 mm PVC pipe with base concrete 4.5 cm thick (1:4:8) and pipe cover with 1:2:4 concrete SOR PWD Luck now.- a) 110 mm diameter |
| 172 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : DSR 19.7.1 & 19.7.1.1 With F.P.S. bricks of class designation 75 (i) For Sewer Line D.S.R. No19.7.1.1 |
| 173 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design. DSR 19.15 & 19.15.1 -With 20x20 mm square bar.DS.R. No19.15.1 |
| 174 | INSTALATION SUBMURSIBLE PUMP - Submersible pump kirilosker / crompton equivalation 1.50 HP I.S.I. Mrked (Rate as per mainpuri uppwd SOR) |
| 175 | Single fase starter for Submersible pump I.S.I. Mrked (Rate as per mainpuri uppwd SOR) |
| 176 | 2.50 mm sqm cable for Submersible moter pump (Rate as per mainpuri uppwd SOR) |
| 177 | Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PEComposite Pressure Pipes conforming to IS : 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, i/c all special fittings of composite material (engineering plastic blend and brass inserts whereverrequired) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge 32 mm OD ) pipe as per DSR 18.3.4 |
| 178 | Transporation of mechanical ring machine T& P etc required for boring work i/c erection/dismantelling of ring machine before and after boring wiok (Rate As Per Sonebhadra Jal nigam Eastimate) |
| 179 | Drilling and reaming of 165/115 mm dia bore in rock and lowewring of 140mm dia PVC pipe and development of bore i/c all complete.(Rate As Per Sonebhadra Jal nigam Eastimate) |
| 180 | Supply of 140/8mm dia pvc pipe at site.(Rate As Per Sonebhadra Jal nigam Eastimate) |
| 181 | S/F of 15 feet height M.S. sheet structure with 100mmx100mmx8mm angle post 75mm x 75x6mm horizentole i/c realing cost work all complete.(MR) |
| 182 | COST OF 10 K.L TANK ON TERRACE (DSR-18.48/1.04) |
| 183 | Providing and fixing CPVC pipes complete with fittings including trenching and refilling etc. DSR 18.9.3, 18.9.4 & 18.9.6 a-25 mm nominal dia pipe As per DSR 18.9.3 |
| 184 | b-32 mm nominal dia pipe As per DSR 18.9.4 |
| 185 | c-50 mm nominal dia pipe As per DSR 18.9.6 |
| 186 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. DSR 18.17.1, 18.17.2 & 18.17.4 - a)-25 mm nominal dia bore As per DSR 18.17.1 |
| 187 | b-32 mm dia nominal bore As per DSR 18.17.2 |
| 188 | c-50 mm dia nominal bore As per DSR 18.17.4 |
| 189 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design DSR 18.32.1 a-With F.P.S. bricks Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
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Online submission via eProcurement portal.
Upcoming · 11 daysNov 27, 2026
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