Assam Electricity Grid Corporation Limited Tender
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Assam Electricity Grid Corporation Limited - AEGCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Jan 2024
Closing Date29 Jan 2024
Tender Amount₹ 25,98,224
Costs
EMD
₹ 52,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Construction Of Bituminous Road For West Side Road From Main Access Road Of Aegcl Kahilipara Colony.
Description
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Contact
Tender Id
2024_AEGCL_35347_1Bid Award Id
ViewTender No
AEGCL/DGM/LAC/TLS69/2024/716Tender Authority
Assam Electricity Grid Corporation Limited ViewPurchaser Address
-Website
http://https://www.aegcl.co.in/
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Documents
BOQ Items
Excavation in Ordinary Soil Excavation in Ordinary Soil
(i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical
Specification Clause 302.3 (Manual method should be adopted where machines
can not be deployed due to site condition) 200 mm thick 2 x 14.00 x 0.60 x 0.20 = 3.36 = 3.36
3.36
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Cost of Haulage excluding loading and unloading. (i) Surface road.
Quarry distance = 40 - 5 km = 35 km
Total Qnty. = GSB +WSB = 42.21 + 66.43 = 108.64
108.64
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Granular Sub Base with well graded material
A) By Mix in place method 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 t OMC , and compacting with smooth wheel roller to achieve the desired density, compaction as per technical specification clause 401
A) for grading I materials 1 x 12.00 x 12.00 + 4.00 x 0.20 = 19.20 2 2 x 23.00 x 0.60 x 0.10 = 2.76 2 x 14.00 x 2.50 x 0.10 = 7.00 1 x 10.00 x 7.50 x 0.10 = 7.50 1 x 10.00 x 7.50 + 4.00 x 0.10 = 5.75 2 = 42.21
42.21
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Water Bound Macadam Sub-base/base
1) WBM grading 1
Using stone screening type-A 13.2 mm for Gr. I
Providing, laying, spreading and compacting stone aggregates of specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and chamber , applying nad brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404
A) By manual means 1 x 12.00 x 12.00 + 4.00 x 0.10 = 9.60 2 2 x 23.00 x 4.00 x 0.10 = 9.20 2 x 14.00 x 7.50 x 0.15 = 31.50 1 x 10.00 x 7.50 x 0.10 = 7.50 1 x 10.00 x 7.50 + 4.00 x 0.15 = 8.63 2 = 66.43
66.43
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Prime coat
i) Providing and applying Primer coat with bitumenous emulsion (SS 1) on the 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 1 x 12.00 x 12.00 + 4.00 = 96.00 2 1 x 23.00 x 4.00 = 92.00 1 x 10.00 x 7.50 = 75.00 1 x 10.00 x 7.50 + 4.00 = 28.75 2 1 x 14.00 x 7.50 = 105.00 = 396.75
396.75
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Tack Coat i) Providing and applying tack coat with bituminous emulsion (RS 1) using emulsion distributor at the rate of 0.20 to 0.25 kg pwe sqm on the prepared bituminous surface with hydraulic broom as per technical specification clause 503
two coats, One before BM and one before seal coat 2 x 12.00 x 12.00 + 4.00 = 192.00 2 2 x 23.00 x 4.00 = 184.00 2 x 10.00 x 7.50 = 150.00 2 x 10.00 x 7.50 + 4.00 = 57.50 2 2 x 14.00 x 7.50 = 210.00 = 793.50
793.5
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Bituminous Macaddam
i) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder, transported to site upto a lead od 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504. 1 x 12.00 x 12.00 + 4.00 x 0.025 = 2.40 2 1 x 23.00 x 4.00 x 0.025 = 2.30 1 x 10.00 x 7.50 x 0.025 = 1.88 1 x 10.00 x 7.50 + 4.00 x 0.03 = 1.44 2 1 x 14.00 x 7.50 x 0.025 = 2.63 = 10.64
10.64
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Providing and laying seal coatsealing 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 Manual means
Case I Type A
I Bitumen (S-90) 1 x 12.00 x 12.00 + 4.00 = 96.00 2 1.00 x 23.00 x 4.00 = 92.00 1.00 x 10.00 x 7.50 = 75.00 1 x 10.00 x 7.50 + 4.00 = 28.75 2 1.00 x 14.00 x 7.50 = 105.00 = 396.75
396.75
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Providing drain with brick work in cement mortar in proportion 1:5 with half brick thick side walls and 100mm thick C.C (1:3:6) base over one brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified.
41
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