Tender For Permanent Restoration On Chamalwas Gagna Road By Way Of Construction Of Boundary Wall Type Retaining Wall In Km 1St Rd 950-100, Km 2Nd Rd 300-400, Hp Culvert Rd 300-325 Under Ut Capex Road Sector Of Capex Budget
Tender Value
12 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
6 days left
EMD
24000
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ramban → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration On Chamalwas Gagna Road By Way Of Construction Of Boundary Wall Type Retaining Wall In Km 1St Rd 950-100, Km 2Nd Rd 300-400, Hp Culvert Rd 300-325 Under Ut Capex Road Sector Of Capex Budget
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: 2.9.1 All kinds of soil : |
| 2 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering All work upto plinth level WITH 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 3 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) |
| 4 | Providing & laying cement concrete in retaining walls, return walls, Walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor 5- level, excluding the cost of centering, shuttering & finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Providing & laying cement concrete in retaining walls, return walls, Walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor 5- level, excluding the cost of centering, shuttering & finishing with1:3:6 with 20% boulders (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Dry random rubble masonry with hard stone in foundation & plinth without bond stones. |
| 7 | Dumping stones filling behind R/wall including supply of stone in horizontal on level. |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming & watering, lead upto 50 m & lift upto 1.5 m. |
| 9 | Centering & shuttering including strutting, propping etc. & removal of form work for Foundations, footings, bases of columns etc. for mass concrete |
| 10 | Centering & shuttering including strutting, propping etc. & removal of form work for walls, (any thickness) including attached pilasters, buttresses, plinth & string courses etc. |
| 11 | 12 mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand) |
| 12 | 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 ofEngineer-in-charge. |
| 13 | 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 900 mm dia. R.C.C. pipe |
| 14 | Carriage of Material by Mechnical Transport including loading, Unloading and stacking at site: i) Cement for an avg lead of 10 Km by MT |
| 15 | ii) Stone for an avg lead of 20 Km by MT |
| 16 | iii) Sand for an avg lead of 65 Km by MT |
| 17 | iv) Aggregate <40 mm for an avg lead of 30 Km by MT |
| 18 | v) R.C.C pipes for an avg lead of 100 km by MT Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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