Tender For Construction Of Link Road From Kargyak To Chumic Gyatsa Sarchu (Under Crif).
Tender Value
107.65 Crore
Estimated cost
Bid Submission
24 Jul 2026
11 days left
EMD
2.15 Crore
Bank guarantee accepted
Document Fee
25000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kargil → Jammu And Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Link Road From Kargyak To Chumic Gyatsa Sarchu (Under Crif).
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.(A) Hard/Dence Soil. |
| 2 | Soft Rock |
| 3 | Hard Rock |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 6 | PROTECTION WORK RR MASONRY WALL:-Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 7 | Ordinary Rock |
| 8 | 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)-Mud Mat |
| 9 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with, Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 10 | Random rubble masonry with hard stone laid dry in foundation, plinth & walls, laid With bond stone. |
| 11 | Providing and laying cement concrete in coping with.1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 13 | Carriage for an Avg. lead :(A) Cement (Lead 80KM) |
| 14 | Sand (Lead 40 Km) |
| 15 | Aggregate (Lead 40 Km) |
| 16 | PCC WALL:-Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min 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:(A) All kinds of soil. |
| 17 | Ordinary Rock |
| 18 | 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)-Mud Mat |
| 19 | 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 (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 20 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 21 | Providing weep holes minium 110mm dia of PVC pipe as per specification and directed at site. |
| 22 | Carriage for an Avg. lead :(A) Cement (Lead 80KM) |
| 23 | Sand (Lead 40 Km) |
| 24 | Aggregate (Lead 40 Km) |
| 25 | GABION WALL:-Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 26 | Ordinary Rock |
| 27 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x13 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diametre 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist, tying with lacing wire of diametre 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with leastdimension of 200 mm, as per drawing, all complete as per direction of Engineerin-charge. |
| 28 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 29 | CROSS DRAINADE WORK PCC U SHAPED DRAIN (5000 Mtrs):-Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 30 | b) Ordinary rock |
| 31 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 32 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement :2 coarse sand (zone-III)derived from natural sources :4 graded stone aggregate 20mm nominals size derived from natural source)PCC M15 in Walling |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 35 | Carriage for an Avg. lead :(A) Cement (Lead 80KM) |
| 36 | Sand (Lead 40 Km) |
| 37 | Aggregate (Lead 40 Km) |
| 38 | EARTHERN DRAIN (10000 Mtrs):-Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 39 | b) Ordinary rock |
| 40 | 3 MTR SPAN CULVERT (11 nos):-Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 41 | b) Ordinary rock |
| 42 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 43 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement :3 coarse sand (zone-III)derived from natural sources :6 graded stone aggregate 20mm nominals size derived from natural sources). |
| 44 | 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, anchorblocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement :2 coarse sand (zone-III) derived from natural sources:4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 45 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). Concrerete of M25 grade with minimum cement concrete of 330kg/cum. |
| 46 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for:(A) Walls (anythickness)including attached pilasters ,butteresses, plinth and string courses etc. |
| 48 | Suspended floors, roofs, landings, balconies and access platform |
| 49 | Carriage of Material By MT (A) Cement (Lead 80 km) |
| 50 | Sand (Lead 40 Km) |
| 51 | Aggregate (Lead 40 Km) |
| 52 | 4 MTR SPAN CULVERT (5 nos):-Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 53 | b) Ordinary Rock |
| 54 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 55 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement :3 coarse sand (zone-III)derived from natural sources :6 graded stone aggregate 20mm nominals size dervied from natural source) |
| 56 | 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, anchorblocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement :2 coarse sand (zone-III) derived from natural sources :4 graded stone aggregate 20mm nominals size derived from natural sources). |
| 57 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).Concrete of M25grade with minimum cement content of 330kg/cum. |
| 58 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form for:(A) Walls (anythickness)including attached pilasters ,butteresses, plinth and string courses etc. |
| 60 | Suspended floors, roofs, landings, balconies and access platform |
| 61 | Carriage of Material By MT .(A) Cement (Lead 80KM) |
| 62 | Sand (Lead 40 Km) |
| 63 | Aggregate (Lead 40 Km) |
| 64 | 6 MTR SPAN CULVERT 01 NOS:-Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 65 | b) Ordinary Rock |
| 66 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 67 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement :3 coarse sand (zone-III)derived from natural sources :6 graded stone aggregate 20mm nominals size derived from natural sources) |
| 68 | 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, anchorblocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement :2 coarse sand (zone-III) derived from natural sources :4 graded stone aggregate 20mm nominal size derived from natural sources) |
| 69 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).Concrete of M25 graded with minimum cement content of 330kg/cum. |
| 70 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 71 | Centering and shuttering including struttings,propping etc and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 72 | Suspended floors, roofs, landings, balconies and access platform |
| 73 | Dewatering/Pumping out water from foundation by mecganical means till complete concreting of foundation above water level complete job |
| 74 | Carriage of Material By MT .(A) Cement (Lead 80KM) |
| 75 | Sand (Lead 40 Km) |
| 76 | Aggregate (Lead 40 Km) |
| 77 | MS PIPE (10 nos):-Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 78 | b) Ordinary rock |
| 79 | Filling of GSB Graded Material, carriage of GSB material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness manually |
| 80 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) PCC M15 in Walling |
| 81 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 82 | Add the cost of pipe 300mm dia incld. Carriage complete |
| 83 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 84 | Carriage of Material By MT (A) Cement (Lead 80 km) |
| 85 | Sand (Lead 40 Km) |
| 86 | Aggregate (Lead 40 Km) |
| 87 | RCC HUME PIPE (200mtr):- Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 88 | b) Ordinary rock |
| 89 | Filling of GSB Graded Material, carriage of GSB material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness manually |
| 90 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) :PCC Grade M-10 Bed Concrete. |
| 91 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 92 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 93 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 94 | Carriage of R.C.C. pipe, 80 Km By MT |
| 95 | Carriage of Material By MT (A) Cement (Lead 80 km) |
| 96 | Sand (Lead 40 Km) |
| 97 | Aggregate (Lead 40 Km) |
| 98 | STEEL BRIDGE (3 nos):-Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A) All kinds of soil. |
| 99 | b) Ordinary Rock |
| 100 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 101 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 102 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, behinf abutment/ return/ R wall,in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 103 | MUD MAT :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, anchorblocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement :2 coarse sand (zone-III) derived from natural sources :4 graded stone aggregate 20mm nominals derived from natural sources). |
| 104 | Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).Concrete of M35 grade with minimum cement content of 370 kg/cum. |
| 105 | Approach Slab/Wall: Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). Concrete of M25 grade with minimum cement concrete content of 330 kg/cum. |
| 106 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 107 | Centering and shuttering including strutting, propping etc. and removal of form for:(A) Columns.Pillars,Piers,Abutments, posts and struts. |
| 108 | Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc. |
| 109 | BRIDGE SUPERSTRUCTURE: Fabrication/Launching of Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including hoisting & applying primer coat of approved steel primer brand as directed by Engineer Incharge complete job for Steel truss / Plate Girder Bridge superstructure inlcuding side safety railings |
| 110 | BEARINGS: Providing, fixing and Installation of elastomeric bearings as per design drawings (to be submitted to manufucturer) and positions shown thereoff |
| 111 | EXPANSION JOINTS: Providing, fixing and Installation in position of expansion joints with U-strip nade from 24 gauge copper strip, MS angles with welded anchors and plates complete with requisite nuts /bolts and other assymbleys as por MOST specifications and drawings. |
| 112 | EXPANSION JOINT FILLING: Providing and filling in position approved quality bitumen mastic sealant in expansion jopints, wherever necessary prepared and applied as directed including all incidentals complete. |
| 113 | Dewatering/Pumping out water from foundation by mecganical means till complete concreting of foundation above water level complete job |
| 114 | Carriage of Material By MT (A) Cement (Lead 80 km) |
| 115 | Sand (Lead 40 Km) |
| 116 | Aggregate (Lead 40 Km) |
| 117 | Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(A)All Kinds of soil. |
| 118 | Ordinary rock |
| 119 | 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, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement :2 coarse sand (zone-III) derived from natural sources:4 graded stone aggregate 20 mm nominals size derived from natural sources). |
| 120 | Providing and erecting a W metral crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road ground lwvwl, fixed on ISMC series channel vertical post, 150x150x5 mm spaced 2m centere- to centre, 1.8 mtr high. 1.1 mtr below ground level road level, ans steel parts fitments to be galvanised by hot dip process, all fittings to conform to 15:1367 and 15:1364, metal rail to be fixed on the verticle post with a space of channel J scxetion 150 x 75 x 5 mm , 330 mm long complete as per Clause 810 with roller barrier @ 700mm c/c |
| 121 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (Plant Mix Method) |
| 122 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy. |
| 123 | Manufacturing, supplying and fixing retro reflective overhead signage boardsmade up of 2 mm thick aluminium sheet, face to be fully covered with highintensity and encapsulated lens type heat activated retro reflective sheetingconforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of over head informatory road signage. |
| 124 | Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design, including finishing smooth in 1:3 cement mortar (1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.Kilometer stone(35x111x25 cm size) |
| 125 | 5th Kilometer stone (50x152.5x25 cm size) |
| 126 | 200 Mtr, stone pre cast (35x93.5x18 cm size) |
| 127 | Providing and fixing informatory Board in three languages-regional language,Hindi and English.The Board will be of size 1.80 m (vertical) x 1.6 m (horizontal). The background of the Board will be in traffic yellow colour with lettering in Black colour.The components of the board shall be painted with ready mixed synthetic animal of superior quality in required shade and colour all section of framed posts and steel tube will be painted with premier and two coats of epoxy paint . Post of the board post duly embedded in cement conc. M15 grade block of 450X450 X600mm below ground level. Complete job Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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