Upgradation Of Narbal Wadwan Road Including Allied Links Under Nabard Ridf-Xxvii
Tender Value
7.19 Crore
Estimated cost
Bid Submission
12 Aug 2022
0 days left
EMD
14.39 Lakhs
Bank guarantee accepted
Document Fee
8500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
narbal → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Narbal Wadwan Road Including Allied Links Under Nabard Ridf-Xxvii
BOQ
| Sl. No. | Item Description |
| 1 | Road Work |
| 2 | 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 outexcavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil. |
| 3 | P/L of Granular sub base course (GSB) with nallah agg. size 90 mm incl. consolidation with 80-100 KN road Roller to the required gradient camber and density incl. stacking leads, lifts carriages complete job. |
| 4 | Supplying, stacking , laying , spreading and compactingof Graded crushed stone agg. Of (63mm to 45mm size) WBM G-IIin uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13-2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts andcarriagesas involved upto site of work complete job. |
| 5 | Providing , laying , spreading and compacting granded stone aggregate to wet mix macadam as per MOST/MORTH/IRC specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site , laying in uniforms in sub-base/base copurse on well prepared sub-base and compacting with smooth wheel roller of 8 to 10 tonecapacityto achieve the desired density (75 mm compacted thick ) |
| 6 | Providing & applying tack coat using hot straight run bitumen of VG-10 grade including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface to remove all dirt, dust, mud etc and finally brooming the surface as per required specifications. |
| 7 | On WBM [email protected]/sqm |
| 8 | P/L 50 mm thick compacted premixbituminous macadam base coarse with stone aggregate of quality sizeand grading as specified in MOST specifications and straight run bitumen of VG-10 grade@ 3.3% by weight of total mixincl. hot mixing of stone agg. and bitumen in hot mix plant , transportingand laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and densityincl. cost and carriage of all materials involved from source upto site of work complete |
| 9 | P/L of 25 mm thick compacted semidense bitumenious concrete using crushed aggregate satisfying the gradation set out in MOST specifications with 5% binder content (by weight of total mix) bitumen of VG-10 grade@ 2.88 kgs/sqm with the aid of hot mix plant and paver finisher including rolling with 8 to 10 tonnee capacity road roller to achieve the required compaction and density [with bitumen VG-10 grade(quarry)]incl. rolling and finishing completeand incl. cost and carriage of all materials involved from source upto site of work complete. |
| 10 | P/L of 6 mm thick compacted seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve, with bitumen 128 Kg of bitumen of VG-10 gradeper cubic meter of fine aggregate (0.768 kg. of bitumen per square meter) and 0.60 cum of fine aggregate /100 sqm of road surface incl. rolling and finishing complete as per MOST specifications incl. cost and carriage of all materials involved from source upto site of work complete. |
| 11 | Supply & filling of Khak-bajri to the specified lines & grades in berms including dressing , watering and consolidation with PRR and all carriages leads lifts complete job. |
| 12 | Providing andlaying of RCC spun pipes for cross drainages incl. excavation of trenches upto required depth and jointing of pipes with cement slurryand jute yarn incl. all carriagesand providing of proper cushion over the pipe surface complete (pipes to be laid at different spots)incl. cost of pipes complete incl. dewatering if any.(Pipes shall be supplied departmentally) |
| 13 | 12\"dia |
| 14 | 18\"dia |
| 15 | Poviding and fixng precast reinforced cement concrete 1:1.5:3 (1cement: 1.5 course sand: 3 graded stone aggregate 20mm nominal size) kilometer stone as per standard design includicng finishing smooth in 1:3 cement mortor ( 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 (35x111x25 cm size) |
| 16 | Providingand laying of stone soling hand packed tightly including watering ramming , Consolidation with hand rammer including all costs of material and All carriages, leads, liftsupto Site of work complete |
| 17 | P/L in position cement conc. of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level. 1:4:8(1cement:4 coarse sand : 8 crushed graded stone agg. 40 mm size crushed). |
| 18 | Providing and laying in position cement concrete of specified grade including curing butexcluding 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) |
| 19 | P/L in position cement conc. of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level. 1:3:6(1cement:3 coarse sand : 6 crushed graded stone agg. 40 mm size crushed). |
| 20 | Centring and shuttering incl. strutting, proping etc and removal of form work:- |
| 21 | Foundation, footing bases of columns etc for mass concrete |
| 22 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 23 | 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 |
| 24 | 12mm thick cement plaster in (1:6mix) (1 cement: 6 coarse sand) |
| 25 | Providing and fixing of PVC pipes 100mm dia for weep holes |
| 26 | Supply and filling Nallah muck to the specified 8-10 Tone capacityroad roller including dressing watering and consolidation with PRR and all carriages |
| 27 | Carriage of different materials by Mechanical transport. Incl. loading, un-loading & stacking and all leads lifts carriages. |
| 28 | Stone agg above 40mm av lead of 7.00 KM |
| 29 | Stone agg above 40mm av lead of 12.00 KM |
| 30 | stone aggbelow 40mm and above av lead of 12.00 KM |
| 31 | stone aggbelow 40mm and above av lead of 7.00 KM |
| 32 | Sand av lead of 20.00 KM |
| 33 | Sand av lead of 10.00 KM |
| 34 | Maintenance Cost for 5 Years |
| 35 | 1st Year 10% |
| 36 | 2nd Year 15% |
| 37 | 3rd Year 20% |
| 38 | 4th Year 25% |
| 39 | 5th Year 30% |
AI Tender Summary
Tender Timeline
Jul 30, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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