Tender For Lanes, Drains, Beautification And Protection Works In Different Wards Of Mc Chenani. Under Urif Scheme / Capex Budget 2026-27 (New Works)
Tender Value
1.92 Crore
Estimated cost
Bid Submission
28 Sep 2026
13 days left
EMD
3.85 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udhampur → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Lanes, Drains, Beautification And Protection Works In Different Wards Of Mc Chenani. Under Urif Scheme / Capex Budget 2026-27 (New Works)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : @40% + Ordinary rock @30% + Hard Rock (Blasting prohibited) @ 30 % |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) @ 20% boulder. |
| 5 | Providing 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, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns for mass concrete. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 8 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 9 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand). |
| 10 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil. |
| 11 | Providing 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, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 12 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Nallah. |
| 13 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 15 | Placing and laying of Hand Packed stone filling in wire crates of 4mm dia GI wire of 100 mm x 100mm mesh mechanically woven including the cost of stones and crates all job complete. |
| 16 | Diposal of Mulba by mechanical transport an average lead upto 1km. |
| 17 | Providing, laying, spreading and compacting graded stone aggregate (Size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper at site, for all lead and lift , laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and direction of Engineer-in-charge.(WMM is also laid in stretches). |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all works upto plinth level ( 1 : 2 : 4)1 cement 2 coasre sand 4 stone aggregate grade , with 20mm nominal size . Crushed. |
| 19 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 20 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work. |
| 22 | Structural steel work 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. Welded. |
| 23 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. 16.25.1 Made of G.I. wire of dia 4 mm. |
| 24 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately). |
| 25 | Fencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used. With G.I. barbed wire |
| 26 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | Dumping of stones including supply of stone in horizontal on level. |
| 29 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 75 km av. |
| 30 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km. av. |
| 31 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate above 40 mm lead up to 30 km. av. |
| 32 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone lead up to 5 km. av. |
| 33 | Other Allied Works Supplying and fixing of ornamental benches incl. fittings, carriage all job complete. |
| 34 | P/F Children playing equipments and open gym equipments all complete job Revolving Platform:-P/F Circular revolving platform with four partitions of MS Pipe with steel bearings at bottom along with a coat of priming and colour paint embedded in ground with a pit having dimensions (0.80 x 0.80x 0.80)Cum of concrete mix of grade M15 (1:2:4) all job complete |
| 35 | See Saw: P/F See Saw single seated mounted over MS Pipe 50mm dia with triangular stand embedded in ground with a pit of concrete mix of grade M15 (1:2:4) having dimensions (0.80 x 0.80x 0.80)Cum all job complete. |
| 36 | SWINGS:-P/F swings with two seating arrangments with MS Chain with a frame of MS Pipe having a minimum height of 8ft above ground level embedded in ground with a pit of concrete mix of grade M15 (1:2:4) having dimensions (0.80 x 0.80x 0.80)Cum all job complete |
| 37 | Slides:-P/F of Slide of make MS Angles with sheet at sliding section along with railing and desirable concrete size |
| 38 | Air Walker-Providing designing and fixing of Air Walker of following specifications Size: 1000*400*1200mm Main Post: 114 mm dia B class pipe Other Pipes: 75mm dia B class pipe Material: Carbon Steel pipe and powder coated 80-120 micron thick. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/ LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour. High quality grip rubber should be used on handles. Foothold shall be made of nylon alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments duly oil sealed and self lubricated. The equipment shall be fitted with in-built limiters. The equipment shall be fixed on ground with concrete of minimum strength M-20 laid over PCC & Reinforcement Mesh and J shaped welded bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover. |
| 39 | Horse Rider -Providing designing and fixing of Horse Rider of following specifications Size: 1000 x 500 x 1300mm Main Post: 108 mm dia B class pipeOther Pipes: 60mm dia 32mm dia B class pipe Material:Carbon Steel pipe and powder coated 80-120 micron thick. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/ LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour. High quality grip rubber should be used on handles. Foothold shall be made of nylon alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments duly oil sealed and self-lubricated. The equipment shall be fitted with in-built limiters. The equipment shall be fixed on ground with concrete of minimum strength M-20 laid over PCC & Reinforcement Mesh and J shaped welded bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover. |
| 40 | Shoulder Builder:-Providing designing and fixing of Arm Wheel of following specifications: Size: 800*600*1550mm Main Post: 108 mm dia B class pipe Other Pipes: 60mm dia B class pipe Material: Carbon Steel pipe and powder coated 80-120 micron thick in desired shade and colour. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/ LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour. High quality grip rubber should be used on handles. Foothold shall be made of nylon alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments duly oil sealed and self lubricated. The equipment shall be fitted with in-built limiters. The equipment shall be fixed on ground with concrete of minimum strength M-20 laid over PCC & Reinforcement Mesh and J shaped welded bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover. |
| 41 | Exercise bike:-Providing designing and fixing of Exercise bike of following specifications: Size: 750*550*850mm Main Post: 108 mm dia B class pipe Other Pipes: 32mm dia B class pipe Material: Carbon Steel pipe and powder coated 80-120 micron thick in desired shade and colour. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all the welding points prior to finishing. All open ends of pipe to be closed with GI/ LLDPE caps, base plate cover shall be made of virgin LLDPE plastic by rotational molding with minimum 8mm thickness, UV resistant and colour. High quality grip rubber should be used on handles. Foothold shall be made of nylon alloy with rounded edges to prevent impact and injury. Maintenance free bearings should be used in the equipments duly oil sealed and self lubricated. The equipment shall be fitted with in-built limiters. The equipment shall be fixed on ground with concrete of minimum strength M-20 laid over PCC & Reinforcement Mesh and J shaped welded bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover. |
| 42 | Supplying and stacking at site Good Earth |
| 43 | 12 Mtr High Flag Mast Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 44 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 45 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 46 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto / above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 47 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 48 | Dumping of stones including supply of stone in horizontal on level. |
| 49 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all works upto plinth level ( 1 : 2 : 4)1 cement 2 coasre sand 4 stone aggregate grade , with 20mm nominal size . Crushed. |
| 50 | Supplying, Transporting, Erecting, commisioning & Testing 12 Mtr Flag Mast Pole in 2 sections Top Dia 150mm Bottom Dia 410mm Bot Thickness 4mm pole shall be made tom high tensile steel conforming to BS-EN 10025 (Grade $355), with 8.8 wire Rope:-6mm ach Gearbox -HP motor of approved brand, Belt With Pulley mechanism, Hardware like D-shakle lifting arrestor, Turn Buckle, snap hook, nuts, bolts, & all accessories. with intemal and external electrical wiring, conduits, MCB Boxes, switches etc. complete jobPU Painting: (Standard for Flag Mast (White) 110 Micron.Considering points: 1) One coat Primer + One coat Topcoat HARD TOP XP (RAL 9010) 2) PU Paint Coating Thickness will be 110micron avg. as Per the Direction Of Engineer-in-Charge Complete Job. |
| 51 | Providing and Fixing of Base plate Square/Round shape 25mm thick with Foundation Bolt:-M24 850mm long 8Nos With nuts & washers as per the direction of engineer in charge. |
| 52 | Providing and installing FRP Dome on Top of flag mast pole as per the direction of engineer in charge |
| 53 | Supplying, commisioning and Testing of Feeder pannel (control Pannel) with all necessary accessories as per requirment |
| 54 | Supplying, commisioning and Testing of Aviation Light |
| 55 | Providing, fixing, testing and Hoisting Indian National Flag in Tri colour as Per Pole Size and Flag Ratio of 100% Knitted Polyester (200gsm) |
| 56 | Providing and laying flamed finish Granite stone flooring in requireddesign 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. |
| 57 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 58 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 75 km av. and manual means lead upto 200 mtr av. |
| 59 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km. av. and manual means lead upto 200 mtr av. |
| 60 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone lead up to 5 km. av. and manual means lead upto 200 mtr av. |
| 61 | Mural/3D theme designs Preparation of base by way of repairing the surface by providing plastering in patches/new plastering along with marking the same with depiction of the theme of the story to be projected on the surface. After that making the armature of the mura with nails and binding wire and applying cement mortar (1:3) layer by layer from the base so that the mural is projected from the surface along with finishing work to be done by an artist. The mural/artwork to be cured for minimum of 07 days subsequent to which it shal be applied with a prime coat and multicolur painting with high class P.U exterior emulsion/metallic single color and to be coated with clear varnish/touchwood/lacquer for protection against raine and sunshine. all job complete. |
| 62 | 15mm Cement plaster on the rough side of single or half brick wall ofmix: 13.2.1 1 : 4 ( 1 cement : 4 fine sand) |
| 63 | Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm) |
| 64 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 75 km av. |
| 65 | Entry and Exit Gate Chenani Champari road and Tawi Bridge 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. Hot finished welded type tubes. |
| 66 | Structural steel work 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. Welded |
| 67 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 68 | Providing & Fixing of / ACP 4 mm thick sheeting providing & fixing of micro prismatic type XI sheeting as per 67:2012 reflective sheeting of size including lettering and signs as applicable |
| 69 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil : |
| 70 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 71 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 72 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 73 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto / above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 74 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 75 km av. |
| 75 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km. av. |
| 76 | Upgrade of Shamshan Ghat In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 77 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 78 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all works upto plinth level ( 1 : 2 : 4)1 cement 2 coasre sand 4 stone aggregate grade , with 20mm nominal size . Crushed. |
| 79 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) @ 20% boulder. |
| 80 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with 5 coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 81 | Dry brick on edge flooring in required pattern with common burnt clay non-modular bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with fine sand. |
| 82 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete |
| 83 | 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. Hot finished welded type tubes. |
| 84 | Placing and laying of Hand Packed stone filling in wire crates of 4mm dia GI wire of 100 mm x 100mm mesh mechanically woven including the cost of stones and crates all job complete. |
| 85 | Dumping of stones including supply of stone in horizontal on level. |
| 86 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil @70% + Ordinary rock @30%. |
| 87 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 75 km average and manual means lead upto 100 mtr av. |
| 88 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km.average, and manual means lead upto 100 mtr av. |
| 89 | Carriage of material Stones by manual means lead upto200 mtr av. |
| 90 | Tile Flooring fro H/O Pappu to chenani Batna PWD road W.No. 1. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 91 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all works upto plinth level ( 1 : 2 : 4)1 cement 2 coasre sand 4 stone aggregate grade , with 20mm nominal size . Crushed. |
| 92 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with 5 coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 93 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 94 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto / above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 95 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 96 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil. |
| 97 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 98 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) @ 20% boulder. |
| 99 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Nallah |
| 100 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 101 | Dumping of stones including supply of stone in horizontal on level. |
| 102 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 103 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand). |
| 104 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km.average, and manual means lead upto 100 mtr av. |
| 105 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 70 km av. and manual means lead upto 100 mtr av. |
| 106 | Carriage of materials by Mechanical means including loading and unloading complete. Stone for an av. lead of 10 km and manual means lead upto 100 mtr av. |
| 107 | Steps from PWD road to H/O Shoket Ali W.NO. 1 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) with 20% boulder. |
| 108 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil @80% + Ordinary rock @20%. |
| 109 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 110 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) @ 20% boulder. |
| 111 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Nallah |
| 112 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
| 113 | Dumping of stones including supply of stone in horizontal on level. |
| 114 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 115 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand). |
| 116 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 70 km av. |
| 117 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km. av. |
| 118 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone lead up to 10 km. av. |
| 119 | Protection and Repair work of Municipal office and Town Hall Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work. |
| 120 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles 10 mm to 25 mm |
| 121 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead : Of area of 3 sqm. and below. |
| 122 | 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, laid on 20 mm thick cement mortar 1:4 (1Cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. In all colours, shades, except White, Ivory, Fume Red Brown. |
| 123 | Supplying and fixing of PVC panelling of walls including all fitting with complete job. |
| 124 | Suppyling fixing of PVC penelling in ceiling including all fitting with complete job. |
| 125 | Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete. With Galvanized M.S. Wire gauge with wire of dia 0.63 mm With 2nd class teak wood beading 62x19 mm |
| 126 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class deodar wood 30mm. |
| 127 | Providing and laying Ceramic glazed floor tiles 300x300 mm thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown. |
| 128 | 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. Hot finished welded type tubes. |
| 129 | Supplying at site Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). |
| 130 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work. |
| 131 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) |
| 132 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) Polyester powder coated aluminum (minimum thickness of polyester powder coated 50 microns) 22.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) |
| 133 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm) |
| 134 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-incharge. Pre-laminated particle board with decorative lamination on both sides. |
| 135 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete 250 x 16mm. |
| 136 | Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 150x10 mm. |
| 137 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 125 mm. |
| 138 | Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : Twin rubber stoppe |
| 139 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws 35mm. |
| 140 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece. |
| 141 | Supplying installation of Exhaust Fan all job complete 300mm size. |
| 142 | Supplying, installation of wall mounted movable fan 300mm size. |
| 143 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 liter low level white P.V.C. flushing cistern, 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: W.C. pan with ISI marked white solid plastic seat and lid. |
| 144 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto1 metre long with S.S. triangular plate to European type W.C. ofquality and make as approved by Engineer - in - charge |
| 145 | Providing and fixing 15 mm nominal bore C.P. brass bib cock ofapproved quality conforming to IS : 8931 |
| 146 | Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia. |
| 147 | Boundary Wall Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil |
| 148 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 149 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto / above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 150 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand). |
| 151 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 ( 1 cement 6fine sand ). |
| 152 | White washing with lime to give an even shade on New Work (three or more coats). |
| 153 | Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm). |
| 154 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 155 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns for mass concrete. |
| 156 | Engaging of welders for repair of railing as per direction of Engineer in Charge. |
| 157 | Engaging of helper for repair of railing as per direction of Engineer in Charge. |
| 158 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 70 km av. and manual means lead upto 50 mtr. |
| 159 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km. av. and manual means lead upto 50 mtr. |
| 160 | Carriage of material by mechanical transport including loading ,unloading and stacking completed Bricks lead up to 80 km. av. and manual means lead upto 50 mtr. |
| 161 | Tile Flooring from H/O Vinay Pachyala to H/O Rishav Verma W.NO. 05 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 162 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) Medium shade using 50% white cement and 50% ordinary cement. |
| 163 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 164 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 165 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 166 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 167 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 70 km av. and manual means lead upto 100 mtr av. |
| 168 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km. av. and manual means lead upto 100 mtr av. |
| 169 | Lane from H/O Suraj Parkash to Tawi Bridge W.No. 04. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 170 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 171 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with 5 coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 172 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 173 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 174 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil. |
| 175 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 176 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) @ 20% boulder. |
| 177 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Nallah |
| 178 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
| 179 | Dumping of stones including supply of stone in horizontal on level. |
| 180 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 181 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand). |
| 182 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 75 km av. and manual means lead upto 100 mtr av. |
| 183 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km. av. and manual means lead upto 100 mtr av. |
| 184 | Carriage of materials by Mechanical means including loading and unloading complete. Stone for an av. lead of 10 km and manual means lead upto 100 mtr av. |
| 185 | Tile flooring of Chinar Tree and Installation of Chairs near Radha Krishan Temple Chenani W.No. 07 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 186 | Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, polishing and curing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) : |
| 187 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 188 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns for mass concrete. |
| 189 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil. |
| 190 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) @ 20% boulder. |
| 191 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In cement mortar |
| 192 | Suppyling, fixing Installation of Ornamental Benches including carriage all complete job. |
| 193 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 70 km av. and manual means lead upto 250 mtr av. |
| 194 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km. av. and manual means lead upto 250 mtr av. |
| 195 | Tile flooring from H/O Dr. Manu to Tehsil office and Installation fo Two Iron Poles in front of Town Hall W.No. 4. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 196 | Providing, laying, spreading and compacting graded stone aggregate (Size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper at site, for all lead and lift , laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and direction of Engineer-in-charge.(WMM is also laid in stretches) |
| 197 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil : |
| 198 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 199 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with 5 coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 200 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 201 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 202 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns for mass concrete. |
| 203 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 204 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 205 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 70 km av. and manual means lead upto 100 mtr av. |
| 206 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km.average, and manual means lead upto 100 mtr av. |
| 207 | Tile Flooring and protection wall from PWD road to Kushmusi Bowli W.No. 4. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 208 | Dumping of stones including supply of stone in horizontal on level. |
| 209 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 210 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colou r& pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 211 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all works upto plinth level ( 1 : 2 : 4)1 cement 2 coasre sand 4 stone aggregate grade , with 20mm nominal size . Crushed. |
| 212 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 213 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns for mass concrete. |
| 214 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed Sand lead up to 70 km av. and manual means lead upto 100 mtr av. |
| 215 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 30 km.average, and manual means lead upto 100 mtr av. |
| 216 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone lead up to 5 km. av. and manual means lead upto 100 mtr av. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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