Industries And Commerce Department Tender
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Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = (A*N*2 – B), Where N = Number of years prescribed for completion of work for which Bid is invited, A = Maximum value of construction works executed in any one year during the last five years, B = Value of existing commitments and on-going works to be completed during the period of completion of the works for which Bid is invited.
Technical Capacity
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The required prior work experience for the bidder includes: - Experience of successful execution of at least one work of each type with the minimum work value, including Construction of Road with a minimum value of 116.98 lakhs and Construction of RCC Building with a minimum value of 124.03 lakhs.
- Completion of similar works during the last 7 years, with the following conditions: - Three completed similar works each costing no less than 40% of the estimated project cost. - Two completed similar works each costing not less than 50% of the estimated project cost. - One completed similar work costing not less than 80% of the estimated project cost.
- A work shall be considered to be completed if more than 90% of the value of work has been completed.
- Completion of at least 1/3rd of the total value of work after half of the time allowed, and at least 2/3rd of the total value of work after 3/4th of the time allowed.
- The bidder should demonstrate technical capacity and experience over the past 3 financial years preceding the Bid Due Date.
- The bidder should have executed similar work during the last 5 financial years, and the value of such work should be provided.
- The estimated value of the work is INR 9,09,53,349/- (including taxes), and the Threshold Value is 10% below the estimated value put to tender. The value and percentage of similar works completed are:
- More than 90% of the value of work to be considered as completed.
- At least 1/3rd of the total value of work to be completed after half of the time allowed.
- At least 2/3rd of the total value of work to be completed after 3/4th of the time allowed.
- 40% of the estimated project cost for three completed similar works.
- 50% of the estimated project cost for two completed similar works.
- 80% of the estimated project cost for one completed similar work.
Costs
EMD
₹ 18,19,000Document Cost
₹ 18,200Tender Fee
Refer Documents
Summary
Development Of Industrial Estate, Maizgram
Description
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Contact
Tender Id
2025_ICD_44373_1Tender No
431593/4234Tender Authority
Industries And Commerce Department ViewPurchaser Address
-Website
http://https://industries.assam.gov.in/
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Documents
BOQ Items
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RETAINING WALL AND BOUNDARY WALL
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
900
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
255
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
180
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
533
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Random 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)
588
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20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
400
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U.P.V.C. Casing Pipes (IS : 12818 / 1992) 100 mm dia
1600
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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
630
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Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
672
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
33.6
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
53
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
13953
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand)
1800
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Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
1800
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15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
4686
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : New work (Two or more coats applied @ 3.84 kg/10 sqm)
4686
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INTERNAL ROAD
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Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
0.74
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
1190
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Compacting original ground supporting subgrade: Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
1785
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