Improvement / Up-Gradation By Way Of Providing / Laying 50Mm Thick Bituminous Macadam With 25Mm Thick Premix Carpet And Providing/Laying Of Wbm Grade Ii And Grade . Iii Incl . Drain , Removal Of Slips And Construction Of 03 Nos Hume Pipe Culvert Cd Work
Tender Value
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Estimated cost
Bid Submission
10 Jun 2021
0 days left
EMD
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Bank guarantee accepted
Document Fee
1080
Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chatroo → Jammu And Kashmir
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Not Available
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Not Available
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Project Description
Improvement / Up-Gradation By Way Of Providing / Laying 50Mm Thick Bituminous Macadam With 25Mm Thick Premix Carpet And Providing/Laying Of Wbm Grade Ii And Grade . Iii Incl . Drain , Removal Of Slips And Construction Of 03 Nos Hume Pipe Culvert Cd Works Plz Refer Boq
BOQ
| Name of Work: Improvement / Up-gradation by way of Providing / Laying 50mm thick Bituminous Macadam with 25mm thick Premix Carpet and providing/laying of WBM Grade II and Grade.III incl. drain ,removal of slips and construction of 03 nos Hume pipe culvert CD works and R/wall, Brest Wall etc on Khojgam to Lohidhar link road km 5th RD (0-1000) and Km 6th RD (0-1000). | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Slip Clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.In soils; mixed with moorum/Kankar/shingle/boulders; disposallead upto 50 m and lift upto 1.5 m. | 2472.97 | Cum | |
| 2 | 2 | Disposal of excavated material by mech Transport av lead of 2 km | 1731.07 | cum | |
| 3 | 3 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade. | 7000 | cum | |
| 4 | 4 | Supplying and stacking at site\n | |||
| 5 | 4.1 | 63 mm to 45 mm | 606.38 | cum | |
| 6 | 4.2 | 53 mm to 22.4 mm | 653.4 | cum | |
| 7 | 5 | Supplying and stacking at site 13.2 mm nominal size (Type A) 11.2 mm nominal size (Type B)\n | 174.42 | cum | |
| 8 | 6 | Supplying and stacking of stone dust | 39.6 | cum | |
| 9 | 7 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | 1259.78 | cum | |
| 10 | 8 | Carriage of stone agg. Above 40mm size by M.T av. Distance 15 km by MT | 1193.06 | cum | |
| 11 | 9 | Carriage of stone agg. Below 40mm size crusher dust av. Lead of 18 km by M.T | 730.47 | cum | |
| 12 | 10 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm. | 6600 | Sqm | |
| 13 | 11 | Providing and laying Bitumen Penetration Macadam with hard stone\naggregate of quality, size and grading as specified, with bitumen of\nsuitable penetration grade including required key aggregate as specified,spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy. For 50 mm compacted thickness using coarse aggregate of size 50-20mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG-10 @ 50\nkg/10sqm | 6600 | Sqm | |
| 14 | 12 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone \nchippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with\nsolvent at the rate of 70 grams per kg of asphalt\n | 6600 | Sqm | |
| 15 | 13 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. | 6600 | Sqm | |
| 16 | 14 | Carriage of sand by M.T av. Lead 18 km by MT | 39.6 | Cum | |
| 17 | 15 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m\nin 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 | 192.33 | Cum | |
| 18 | 16 | 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)\n | 30.78 | cum | |
| 19 | 17 | 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) | 100.02 | cum | |
| 20 | 18 | Centering and shuttering including strutting, propping etc. and removal of form for alls (any thickness) including attached pilasters, buttresses, plinth and string courses etc | 290.88 | cum | |
| 21 | 19 | 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,\nfinishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)\n\n | 25.67 | cum | |
| 22 | 20 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level.\n | 563.06 | kg | |
| 23 | 21 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone nallah | 162.63 | cum | |
| 24 | 22 | 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) nallah\n | 163.77 | cum | |
| 25 | 23 | 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 | 76.8 | Sqm | |
| 26 | 24 | Hand Pick stone filling (labour rate) | 38.45 | cum | |
| 27 | 25 | Carriage of Stone agg. an av. Distance 15km by MT | 33.75 | cum | |
| 28 | 26 | Carriage of Sand an av. Distance 20 km by MT | 143.7 | cum | |
| 29 | 27 | Carriage of Bajri an av. Distance 26 km by MT | 106.39 | cum | |
| 30 | 28 | 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. | 2.7 | Sqm | |
| 31 | 29 | 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 m2on 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 | 202.8 | Sqm | |
| 32 | 30 | 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\ndisposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil | 60 | Cum | |
| 33 | 31 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m\nin 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: Ordinary Rock\n | 4.1 | cum | |
| 34 | 32 | Providing and laying non-pressure of specified class R.C.C. pipes\nincluding 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 900 mm dia. R.C.C. pipe ( Pipe to be supplied by the department incl all leads and lifts | 7.5 | rmt |
AI Tender Summary
Tender Timeline
Jun 04, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 11, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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