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Tender For Construction Of Gabion Wall (Crate Wall) And Rcc Drain For Channelization Of Nallah Behind A-9 Building At North Campus Of Iit Mandi, mandi-Himachal Pradesh

Indian Institute Of Technology-IITB has published Tender For Construction Of Gabion Wall (Crate Wall) And Rcc Drain For Channelization Of Nallah Behind A-9 Building At North Campus Of Iit Mandi. Submission Date for this Tender is 16-03-2024. Crates Tenders in mandi Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42768857
Corrigendum : Tender For Construction Of Gabion Wall (Crate Wall) And Rcc Drain For Channelization Of Nallah Behind A-9 Building At North Campus Of Iit Mandi
Open Tender
Indian
Himachal Pradesh
mandi
16-03-2024

Tender Details

Construction Of Gabion Wall (Crate Wall) And Rcc Drain For Channelization Of Nallah Behind A-9 Building At North Campus Of Iit Mandi

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 11-Mar-2024 In schedule of quantity/BOQ, unit mentioned for sr. No. 13 i.e. 2700 sqm may be read as 2700 cum. Technical Bid 16-03-2024

Key Value

Document Fees
INR 1800 /-
EMD
INR 517667.0 /-
Tender Value
INR 2.58 Crore /-

BOQ Items

Name of Work: “Construction of Gabion wall (crate wall) & RCC drain for channelization of nallah behind A-9 building at North campus of IIT Mandi.” Note:- 1. Quoted rate should be inclusive of all applicable taxes including GST (nothing extra shall be payable). 2. All Statutory deduction will be made as per prevailing rates.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. a) All kinds of soil
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. a) Hard rock (blasting prohibited)
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
4Centering and shuttering including strutting, propping etc. and removal of form for : a) Foundations, footings, bases of columns, etc. for mass concrete
5Centering and shuttering including strutting, propping etc. and removal of form for : a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
7Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Contractor has to get design mix done from approved lab/as decided by IIT Mandi. Extra cost of cement after minimum cement content 330 kg/ cum as per design mix if any shall be borne by the contractor. a) All works upto plinth level. i) Concrete of M25 grade with minimum cement content of 330 kg /cum
8Structural 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.
9Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. a) Hot finished welded type tubes.
10Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work.
11Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
12Stone pitching in drains including supply of stones and placing in concrete surface complete: a) Hard stone
13Providing & 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.
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