Department Of Rural Development And Panchayats Tender
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Costs
EMD
₹ 1,36,648Document Cost
₹ 1,375Tender Fee
Refer Documents
Summary
Const. Of Heavy E/f And S/g Road From Gaoburah Chowk To Kachubil Water Tank Via Kachubil Nepaligaon Including 2 Nos. Slab Culvert.
Description
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Contact
Tender Id
2024_BoTC_39310_1Bid Award Id
ViewTender No
DPRD/BTC/6th ASFC/DF/V/Udl-05/2024/9Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://https://pnrd.assam.gov.in/
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Documents
BOQ Items
12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A With Crushed Stone II P.C.C. grade M 20 i) Nominal mix (1:2:4)
241.67
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13.2 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.54
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-
13.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B With Natural Gravel ii Nominal mix 1:2:4 (Hand Mixed)
26.42
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-
13.5 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 B With Natural Gravel
4.79
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-
13.10 Drainage spouts complete as per drawing and technical specifications Clause 1209
4
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-
13.16 Filler Joint iv Providing and fillling joint sealing compound as per drawings and technical specifications with coarse Sand and 6 per cent bitumen by weight.
30
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-
12.9 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 tech.
148
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B. Constn. Of HPC Culvert 1000mm dia
11.1 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil
Upto 3 m depth
11.06
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-
11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B With natural Gravel
I P.C.C Grade M 10
Nominal mix 1:3:6
1.74
-
-
9.2 Bedding of pipe Type B (First Class) Bedding Laying (First Class) bedding on welll compected Granular material.
3.38
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-
12.5 Plain/reinforced cement concrete in substructure complete as per drawings\ and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B With Natural Gravel I. P.C.C grade M 15
i) Nominal mix (1:2.5:5)
14.32
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-
9.3 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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.
1000 mm dia
7.5
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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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land
8617.35
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Collection of sand gravel containing 60% sand 40% gravel at quarry free from disintergerted materials vegetable and other Deleterious matter and adherent coating etc (Rate including forest royality, sales tax loading, unloading stacking in working site from nearest quarry as directed.)
733.65
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16.26 Labour for spreading metal gravel (sandgravel) on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depression as directed including carriage of gravel within 30m.
733.65
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Sign Board
1
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