Karbi Anglong Autonomous Council Tender
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Costs
EMD
₹ 10,39,648Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_KAAC_10137_1Bid Award Id
ViewTender No
ACEH/CS/SOPD/55/2018-19/01/10Tender Authority
Karbi Anglong Autonomous Council ViewPurchaser Address
-Website
http://https://karbianglong.co.in/
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Documents
BOQ Items
( c)
14928
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-
Umpanai Link Road
1959
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-
Water Bound Maccadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405. (a)
1692.225
-
-
(b)
1160.31
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-
( c)
1119.31
-
-
Umpanai Link Road
119.035
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-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.(a)
22561.59
-
-
(b)
15469.6
-
-
( c)
14922.89
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-
umpanai Link Road
1587.15
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-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(a)
30000
-
-
(b)
26250
-
-
( c)
18000
-
-
umpanai Link Road
2362.5
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-
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 80-100 KN capacity to the reqd. level and grade to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification clause 508.(a)
30000
-
-
(b)
26250
-
-
( c)
18000
-
-
umpanai Link Road
2362.5
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.(a)
30000
-
-
(b)
26250
-
-
( c)
18000
-
-
umpanai Link Road
2362.5
-
-
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.(a)
10292
-
-
(b)
10292
-
-
( c)
7540
-
-
Umpanai Link Road
900
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-
Retro-reflectorised Traffic Signs.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.
(ii) 600 mm equilateral tringle,(a)
20
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-
(b)
24
-
-
( c)
20
-
-
Umpanai Link Road
2
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-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work.
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702.(a)
1600
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-
(b)
1400
-
-
( c)
960
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-
umpanai Link Road
126
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-
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.(a)
2.16
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-
(b)
2.88
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-
(C)
0.72
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-
umpanai Link Road
2.16
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-
Excavation for Structures: Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out. Construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sided and bottom and back filling in trenches with excavated suitable material. Ordinary soil: 9i) Upto 3m depth. (a)
215.36
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-
(b)
236.29
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-
( c)
217.45
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-
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802, 803, 1202.(a)
14.86
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-
(b)
15.5
-
-
( c)
15.56
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-
Bedding for pipe Type B (First Class) Bedding. Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii). Granular material.(a)
33.886
-
-
(b)
39.032
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-
(c)
32.93
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-
Stone masonry in cement mortar for substructure complete as per drawing and Technical specification clauses 702,704,1202 and 1204.
162.45
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-
(b)
166.85
-
-
(c)
171.9
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-
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. i) 1000 mm dia.(a)
30
-
-
(b)
22.5
-
-
C)
37.5
-
-
ii) 600 mm Dia.(a)
50
-
-
(b)
70
-
-
(c)
40
-
-
Plastering with cement morter (1:4), 15mm thick on brickwork in substructure as per Technical Specification Clauses 613.4 & 1204.(a)
285.78
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-
(b)
300.98
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-
(c)
297.24
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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.(a)
20.72
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-
(b)
15.54
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-
(c)
25.9
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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 Technical Specification Clause 401. (a)
11.24
-
-
(b)
8.43
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-
(c)
14.05
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-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 grading 2 as per Technical Specification Clause 405.(a)
5.64
-
-
(b)
4.23
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-
(c)
7.05
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-
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