}

Tender For Restoration Of Damaged Boundary Wall Along With River Protection/Training Work At Sainj Township Of Parbati H.E. Project (Stage-Ii), (Package No-C-745), Kullu-Himachal Pradesh

National Hydroelectric Power Corporation Limited has published Tender For Restoration Of Damaged Boundary Wall Along With River Protection/Training Work At Sainj Township Of Parbati H.E. Project (Stage-Ii), (Package No-C-745). Submission Date for this Tender is 27-03-2024. Wall construction Tenders in Kullu Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42737658
Tender For Restoration Of Damaged Boundary Wall Along With River Protection/Training Work At Sainj Township Of Parbati H.E. Project (Stage-Ii), (Package No-C-745)
Open Tender
Indian
Himachal Pradesh
Kullu
27-03-2024

Tender Details

Restoration Of Damaged Boundary Wall Along With River Protection/Training Work At Sainj Township Of Parbati H.E. Project (Stage-Ii), (Package No-C-745)

Key Value

Document Fees
INR 1180 /-
EMD
INR 200000.0 /-
Tender Value
INR 99.77 Lakhs /-

BOQ Items

Name of work: Restoration of damaged boundary wall along with river protection/training work at Sainj Township of Parbati H.E. Project (Stage-II), (Package No-C-745).
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size).
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size).
4Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand).
5Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
6Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire.
7Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts.
8Providing & 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 3.0 mm, 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.
9Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Qty will be proportionately deducted, if any use of excavated earth used by contractor from Item no.-1 is used for filling).
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail