Tender For Strengthening Of Urban Infrastructure Through Construction Of Lanes, Drains, Culverts, Retaining Walls And Stair Steps In Town Chrar-I-Sharief.
Tender Value
1.96 Crore
Estimated cost
Bid Submission
05 Nov 2026
13 days left
EMD
3.93 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pulwama → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening Of Urban Infrastructure Through Construction Of Lanes, Drains, Culverts, Retaining Walls And Stair Steps In Town Chrar-I-Sharief.
BOQ
| Sl. No. | Item Description |
| 1 | 1.Construction/Repairment of Stair steps at differents spots in Town Chrar-i-sharief. |
| 2 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:1:4:8 or leaner mix (i/c equivalent design mix) |
| 3 | Providing and laying of stone soling in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete. |
| 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) |
| 5 | 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) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 7 | Providing and laying 50mm 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. |
| 8 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 9 | Carriage of materials by MT from nearest source to site including stacking, loading, unloading, head load complete job. |
| 10 | Stone Aggregate below 40 mm for an avg. lead 30 Km |
| 11 | Sand from Marvel for an avg. lead 25 Km |
| 12 | Sand, stone aggregate below 40 mm nominal size By Manual Labour including loading, unloading and stacking for an average lead of 200 meter |
| 13 | For 1st 50 metres. |
| 14 | Every additional lead of 50 metres or part beyond . 1st 50 metre @ 43.69 per cum per 50 meter( 3 leads consider). |
| 15 | 2.Construction of Protection work (PCC Wall) at different spots in Town Chrar-i-sharief |
| 16 | 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil. |
| 17 | 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. |
| 18 | Disposal of surplus excavated earth to the nearest site for an average lead of 1km |
| 19 | Providing and laying of stone soling in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete. |
| 20 | 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) |
| 21 | 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 40 mm nominal size) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 23 | Providing and fixing of PVC pipes of 100 mm dia for weep holes incl. loading , unloading all carriages complete. |
| 24 | Carriage of materials by MT from nearest source to site including stacking, loading, unloading, head load complete job. |
| 25 | Stone Aggregate below 40 mm for an avg. lead 30 Km |
| 26 | Sand from Marvel for an avg. lead 25 Km |
| 27 | Sand, stone aggregate below 40 mm nominal size By Manual Labour including loading, unloading and stacking for an average lead of 200 meter |
| 28 | For 1st 50 metres |
| 29 | Every additional lead of 50 metres or part beyond . 1st 50 metre @ 43.69 per cum per 50 meter( 3 leads consider). |
| 30 | 3.Construction/Repairment of Drains at different spots in Town Chrar-i-sharief |
| 31 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:1:4:8 or leaner mix (i/c equivalent design mix) |
| 32 | 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil. |
| 33 | 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. |
| 34 | Providing and laying of stone soling in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete. |
| 35 | 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) |
| 36 | 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 40 mm nominal size) |
| 37 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50 mm thick with 20mm nominal size stone aggregate |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 39 | 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) |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 41 | Providing & laying to level and slope, with proper grade half round RCC pipes for drains of following internal dia and grouting the pipe joints with cement slurry 1:2 mix (1 cement : 2 fine sand ) including cost of cement and sand and half dia RCC pipes including testing of joints and all safe carriages of pipes upto site of work including loading and unloading (complete job) as directed by EIC. |
| 42 | 300mm Dia |
| 43 | 250mm Dia |
| 44 | Disposal of surplus excavated earth to the nearest site for an average lead of 1km |
| 45 | Providing and Laying of RCC Pipes in proper position/grade including cutting of road surface upto required depth, providing requiste cushion including carriage of all materials and pipes upto site of work complete job.18\\" Dia |
| 46 | Carriage of materials by MT from nearest source to site including stacking, loading, unloading, head load complete job. |
| 47 | Stone Aggregate below 40 mm for an avg. lead 30 Km |
| 48 | Sand from Marvel for an avg. lead 25 Km |
| 49 | Sand, stone aggregate below 40 mm nominal size By Manual Labour including loading, unloading and stacking for an average lead of 200 meter |
| 50 | For 1st 50 metres |
| 51 | Every additional lead of 50 metres or part beyond . 1st 50 metre @ 43.69 per cum per 50 meter( 3 leads consider). |
| 52 | 4.Construction of Path at Different spots in Town Chrar-i-sharief |
| 53 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:1:4:8 or leaner mix (i/c equivalent design mix) |
| 54 | 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 :1 meter from cutting edge |
| 55 | 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. |
| 56 | Disposal of surplus excavated earth to the nearest site for an average lead of 1km |
| 57 | Providing and laying of stone soling in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete. |
| 58 | 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) |
| 59 | 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) |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 61 | Providing and laying 50mm 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. |
| 62 | 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 |
| 63 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work over red oxide primer on MS Surface (steel paint). |
| 64 | Carriage of materials by MT from nearest source to site including stacking, loading, unloading, head load complete job. |
| 65 | Stone Aggregate below 40 mm for an avg. lead 30 Km |
| 66 | Sand from Marvel for an avg. lead 25 Km |
| 67 | Sand, stone aggregate below 40 mm nominal size By Manual Labour including loading, unloading and stacking for an average lead of 200 meter |
| 68 | For 1st 50 metres |
| 69 | Every additional lead of 50 metres or part beyond . 1st 50 metre @ 43.69 per cum per 50 meter( 3 leads consider). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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