Himachal Pradesh Agriculture Development Society Tender

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Himachal Pradesh Agriculture Development Society Tender

Works

Civil And Construction

Irrigation Work

Eprocure

Kangra, Himachal Pradesh

Opening Date3 Mar 2025

Closing Date14 Mar 2025

Tender Amount₹ 25,23,710

Email

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Costs

EMD
₹ 45,356
Document Cost
₹ 1,500
Tender Fee
Refer Documents

Summary

Flow Irrigation Scheme Nuada Kuhal

Description

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Tender Id
2025_HPCDP_101025_1
Tender No
No.AGR. DPMU. KGR. F (7) Tender/13/2022-3607
Tender Authority
Himachal Pradesh Agriculture Development Society View
Purchaser Address
-
Website
http://http://hpcdp.nic.in/

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Documents

Tender Notice-12.4 MBTendernotice_1.pdf

NIT

BOQ-1313.9 kBBOQ_148624.xls

BOQ

Document-21.6 MBbidnuada.pdf

Tender Documents

Document-156.7 kBTender_Detail_2025...Tender_Detail_2025_HPCDP_101025_1.html

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BOQ Items

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Providing and 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=100mm withe tolreance of _+ 2%) zinc+PVC coated mesh wire diameter 2.7/3.7 mm mechanically edged / selveged with partitions at every 1m interval and shall have minimum 10 numbers of opening per meter of mesh prependicular to twist tying with lacing wire of diameter 2.2/3,2 mm (ID/OD), supplied @3% by weight of gabion boxes filled with boulders with least dimensions of 200 mm as per drawing, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Quantity6

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lwithin all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Quantity38.58

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Quantity222.24

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Centering and shuttering including strutting, propping etc. and removal of form work for :

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Foundation, footings, bases of columns complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Quantity124.97

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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Quantity28.12

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Edges of slabs and breaks in floors and walls under 20 cm wide complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Quantity55.08

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Suspended floors, roofs, landing, balconies and access platform, complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Quantity13.4

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Extra Allowance for formwork in concrete lining in:

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Bed complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Quantity92.4

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In Sides complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Quantity80.13

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Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity99.39

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Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity0.83

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Providing cement concrete lining 15 cm thick or less for irrigation channels, using cement concrete 1:2:4 (1 cement2 sand :4 stone aggregate 20 mm nominal size) in:

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Bed complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity117.41

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Side Slopes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity76.37

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Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete

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All work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity2.26

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In walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity1.31

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Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :

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All work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge

Quantity38.35

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In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity7.04

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In beams, suspended floors, roofs, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above olinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity0.81

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Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity2246.46

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Structural 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 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity293.73

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Cutting of MS Plate permanent engraving marked scale/ calibration on the plate and fixed at the site of work, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity1

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Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity3.45

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Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Quantity2068.2

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Providing, laying, jointing and testing in trenches (to level or grade) GMS tube ( IS : 1239-2004) of 100 mm dia, & medium Class conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY)

Quantity12

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Providing and Fixing CI Sluice Valve 100 mm ø PN-1.00 10.20 Kg/cm² Kartar make i/c MS Flange of Table as per IS 6392-1971 of 5 WT of 41.300 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge..

Quantity2

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