Public Works Roads Department Tender
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Costs
EMD
₹ 1,59,000Document Cost
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Description
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Contact
Tender Id
2019_PWD_12461_1Bid Award Id
ViewTender No
Udalguri/SOPD(G)/01Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Construction of Embankment with Material Obtained from Borrow Pits:- 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 perTechnical Specification Clause 301.5. (I) Private Land
3375.76
-
230.6
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.
2329.5
-
286.3
Granular Sub-base with Well Graded Material (Table 400.1):- 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 at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material.
423
-
2061.59
Water Bound Macadam with Crushable Screenings:- WBM Grading 3:- Using crushable screening such as moorum gravel for Gr.III.:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
211.5
-
3526.29
Inter locking concrete Block pavement:- I) Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504
2820
-
918.7
C.D. Works :- 600 mm Dia H.P. :- Earth work in excavation for structures as per drawing & technical specification, Clauses No. 305. 1 including setting out construction of shoring & bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m dressing sides and bottom and back filling with excavated suitable materials.
(i) Ordinary soil.
(ii) Upto 3m Depth (Without Dewatering).
14.13
-
102
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With Crusher stone. I. P.C.C grade M 10.
1.89
-
5216
Brick masonry work in cement mortar(1:3) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
16.14
-
6464.4
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding
2.22
-
1369.05
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
33.17
-
121.17
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.(600 mm Dia)
7.5
-
2886.8
RCC Slab Culvert 6.00 m Span :- Earth work in excavation for structures as per drawing & technical specification, Clauses No. 305. 1 including setting out construction of shoring & bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m dressing sides and bottom and back filling with excavated suitable materials.
(i) Ordinary soil.
(ii) Upto 3m Depth (Without Dewatering).
105.1
-
102
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With crushed stone. I. P.C.C grade M 10. Nominal Mix.
11.71
-
4837
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With crushed stone. I. P.C.C grade M 15. Nominal Mix.
94.38
-
4769.3
Stone masonry work in cement mortar 1:4 in foundation complete as drawing and Technical Specification. Square Rubble Coursed rubble masonry( first sort )
39.1
-
4160.2
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With crushed stone. I. R.C.C grade M 20. Nominal Mix.
25.29
-
6467.38
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
2.6
-
11952.3
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
27.34
-
1797
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
16
-
117.7
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
3.95
-
55091
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
13.6
-
2397
Drainage Spouts complete as per drawing and Technical specification
2
-
1640.9
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