Tender For Link Road From Main Road Akhori Wala To Chal Wali W No. 03 Marhote Lowe Left Tehsil Surankote. (Under Cities And Towns Programme)
Tender Value
21.90 Lakhs
Estimated cost
Bid Submission
04 Jul 2024
0 days left
EMD
43800
Bank guarantee accepted
Document Fee
860
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
surankote → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Link Road From Main Road Akhori Wala To Chal Wali W No. 03 Marhote Lowe Left Tehsil Surankote. (Under Cities And Towns Programme) 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : (Drain) |
| 2 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters |
| 3 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 5 | Stone screening of size 13.2 mm nominal size (Type A) |
| 6 | Stone screening of size 11.2 mm nominal size (Type B) |
| 7 | Moorum |
| 8 | 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. |
| 9 | 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 |
| 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 as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 11 | 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 bitumen surface @ 0.50 Kg/sqm. |
| 12 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg 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 solvent at the rate of 70 grams per kg of asphalt. |
| 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. |
| 14 | Providing and laying non-pressure of specified class 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. Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 900 mm dia. R.C.C. pipe |
| 15 | Carriage of material by M.T including loading and unloadingand stacking on site complete |
| 16 | Carriage of Stone below 63mm to 45mm by an average distance of 18 km by MT |
| 17 | Carriage of Stone below 53mm to 22.4mm by an average distance of 18 km by MT |
| 18 | Carriage of Stone Screeningby an average distance of 18 km by MT |
| 19 | Carriage of Moorumby an average distance of 5 km by MT |
| 20 | Carriage of Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 900 mm dia. R.C.C. pipe by an average distance of 90 km by MT |
AI Tender Summary
Tender Timeline
Jun 15, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJul 04, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 06, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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