Urban Development Department Tender
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Costs
EMD
₹ 1,20,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_UDD_43448_1Bid Award Id
ViewTender No
GMB/Landfill/2024-25/353-80Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://https://udd.assam.gov.in/
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BOQ Items
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Setting out Typical bench mark as per drawing 200.1
1
8599
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Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703 (III) 200m Stone
2
702
-
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(1) Private Land, Qnty as per annexure-I
2500.03
271
-
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Private Land, Qnty as per annexure-1
523.64
357
-
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401.
II) For Grading Material Rate as per annexure-III, Qnty as per annexure-II
222.66
2991
-
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Providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness hand packing, rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the Interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - II (Screening B).
133.59
4803
-
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Providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading In uniform thickness hand packing, rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B).
(A) By Mannual Means - Rate as per annexure-III qnty as per annexure-II
133.59
4826
-
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Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage., 32 nos block per sqm
a) including Edge block/Edge restraints, Using block 32 nos/Sqm, Basket Weave design only, Qnty as per annexure-II
1781.25
1222
-
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Extra cost for for colour CC Block 25% Rate analysis as per annexure-VI
445.31
114
-
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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level
as per drawings and technical specification Clause 801. 600mm equilateral triangle
2
4142
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roviding and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level
as per drawings and technical specification Clause 801. 600 mm circular
2
5629
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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level
as per drawings and technical specification Clause 801. 800mm X 600mm rectangular
2
7937
-
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Construction of single HPC at ch 140m,205m,Rate as per Annexure IV
2
218836
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Overhead RCC Gate at ch 0.00m Annalysis as per Annemure-V
1
68828
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Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.03x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat, at ch 210 m Qnty as per Annexure-VII.
714
354
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