Tender For Black Topping Of Main Road To Airfield Danna Top Shahsatar Division Mendhar
Tender Value
9.50 Lakhs
Estimated cost
Bid Submission
18 Apr 2025
0 days left
EMD
19000
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mendhar → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Black Topping Of Main Road To Airfield Danna Top Shahsatar Division Mendhar Please Refer To Boq
BOQ
| Sl. No. | Item Description |
| 1 | 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 : |
| 2 | 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) |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns. |
| 4 | Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete.900 mm dia. R.C.C. pipe |
| 5 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 6 | 11.2 mm nominal size (Type B) |
| 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. |
| 8 | Moorum |
| 9 | PRE MIX CARPETProviding 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. |
| 10 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete asper specifications and directions of Engineer-in-Charge.16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.16.63.2 A 50 to 100 mm average compacted thickness with bitumenof grade VG-10 @ 3.5% (percentage by weight of total mix) preparedin Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 11 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stonechippings 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 and11.2 mm size respectively including a tack coat with hot straight runbitumen including consolidation with road roller of 6 to 9 tonne capacityetc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed withsolvent at the rate of 70 grams per kg of asphal |
| 12 | .SEAL COATProviding 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 andfinishing with road all complete. |
| 13 | Carriage of material by MT including loading /unloading and stacking complete.Sand /stone lead upto 20 Kms avg. |
| 14 | Carriage of material by MT including loading /unloading Hume pipe 90 Kms avg. |
AI Tender Summary
Tender Timeline
Mar 27, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedApr 18, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 19, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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