Construction Of Donli To Punialla Link Road From Km 1St Rd (0 To Km 9Th)Rd 500.By Way Of Earthwork,1000 Mm Dia Hp Culvert, 5.00 Mtr Height Semi Pucca Retaining /Wall, 1.50 Mtr Heightpucca Edge Wall, 2.5 Mtr Height Semi Pucca Boundary /Wall And Create Wall
Tender Value
7.71 Crore
Estimated cost
Bid Submission
01 Aug 2025
0 days left
EMD
15.43 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
thathri → Jammu And Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction of Donli to Punialla link Road from km 1st RD (0 to km 9th)RD 500.By way of Earthwork,1000 mm dia HP Culvert, 5.00 mtr height semi pucca Retaining /wall, 1.50 mtr heightpucca Edge wall, 2.5 mtr height semi pucca Boundary /wall and Create wall
BOQ
| Sl. No. | Item Description |
| 1 | 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 m2 on plan) includingdisposal of excavated earth lead upto 50meters and lift upto 1.5 m,as directed by Engineer-in-Charge. |
| 2 | All kinds of soil : |
| 3 | Ordinary Rock |
| 4 | Hard Rock (Requiring Blasting) |
| 5 | 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, cesspitsand 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: |
| 6 | All kinds of soil : (70%) |
| 7 | Ordinary Rock (20%) |
| 8 | Hard Rock (Blasting prohibited ) (10%) |
| 9 | 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) |
| 10 | 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) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 12 | Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | 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) (Labour Rate) |
| 14 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone (Nallah) (Labour Rate) |
| 15 | 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. |
| 16 | Dumping stone excluding cost of stones. in Horizontal on level |
| 17 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 18 | 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-3 class (Medium duty) R.C.C. pipes 1000 mm dia R.C.C. pipe (laying by manual/mechanicalmeans) |
| 19 | Providing and laying weep holes 100mm dia complete job |
| 20 | Carriage of Material by MT |
| 21 | Carriage of Sand / Dust avg. lead of 57 km by MT |
| 22 | Carriage of stone agg. Below 40mm n sizeavg. lead of 57 km by MT |
| 23 | Carriage of stone agg.40mm n sizeavg. lead of 05 km by MT |
| 24 | Carriage of excavated earthavg. lead of 03 km by MT |
| 25 | CLASSIFICATION CHART KM 1ST RD (0-500) AKS (40%) OR (30%) HR (30%) KM 1ST RD (500-750) AKS (50%) OR (30%)HR (20%) KM 1ST RD (750-1000) AKS (60%) OR (20%) HR (20%) KM 2ND RD (0-250) AKS (50%) OR (30%) HR (20%) KM 2ND RD (250-750) AKS (60%) OR (20%) HR (20%) KM 2ND RD (750-1000) AKS (70%) OR (20%) HR (10%) KM 3RD RD (0-1000) AKS (65%) OR (25%) HR (10%) KM 4TH RD (0-500) AKS (60%) OR (20%) HR (20%) KM 4TH RD (500-1000) AKS (65%) OR (25%) HR (10%) KM 5TH RD (0-1000) AKS (75 %) OR (15%) HR (10%) KM 6TH RD (0-1000) ASK (70%) OR (20%) HR (10%) KM 7TH RD (0-875) AKS (70%) OR (15%) HR (15%) |
AI Tender Summary
Tender Timeline
Jul 18, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedAug 01, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 02, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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