Public Works Roads Department Tender
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Costs
EMD
₹ 97,002Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of (1) Road From Singadoria Gaon E And D Dyke To Chinakan Chariali Via Rangagara Gaon, (2) Road From Bilotia To Hasora (buranamghar Ali) And 4 Other Roads Under Sopd(g) For The Year 2024-25 Under Bokakhat And Dergaon T R D
Description
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Contact
Tender Id
2024_PWD_41566_1Tender No
BDTRD_SOPD(G)_24_25_05Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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2) Construction of road from Bilotia to Hasora (Buranamghar Ali): Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/ irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
1498.21
8
-
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Construction of granular surface course by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kNstatic roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402
225
2628
-
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Making up loss of material/irregularities on shoulders to the design level byadding fresh approved selected soil and compacting it with appropriateequipment at OMC upto a lead of 1000 m as per technical specification Clause
700
83
-
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3) Construction of road from Napomua to Gelaichuk: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/ irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
659.2
8
-
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Construction of granular surface course by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kNstatic roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402
99
2628
-
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Making up loss of material/irregularities on shoulders to the design level byadding fresh approved selected soil and compacting it with appropriateequipment at OMC upto a lead of 1000 m as per technical specification Clause
330
83
-
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4) Construction of road from Balichapori to Kamalamiri via Naakkati Chapori: Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
216.2
1
-
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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 (ii) From Private Land
176.4
258
-
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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. (ii) From Private Land
60.75
339
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Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . I)Ordinary Soil (i) Upto 3m.
39.21
127
-
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702,704,1202 & 1203 (i) Coursee rubble masonry (1st sort) In 1:6 Cement mortar
27.32
4681
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203, PCC grade M-10 (1:3:6)
9.1
5607
-
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Stone masonry work in cement mortar in Sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204 (i) Coursee rubble masonry (1st sort) In 1:4 Cement mortar
43.88
5739
-
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
250
134
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5) Construction of Bahupathar Road to Altoliya Par : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
1759.52
8
-
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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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
263.25
2628
-
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Maintenance of Earthen shoulder (filling withfresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
877.5
83
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6) Construction of Mahal patty Road: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities,removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
1313
8
-
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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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
195.75
2628
-
... More
Maintenance of Earthen shoulder (filling withfresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
652.5
83
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