Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 4,32,000Document Cost
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Description
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Contact
Tender Id
2019_SQCEO_72003_1Bid Award Id
ViewTender No
22/EO/TRRDA/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Maintenance of Earthen shoulder (filling with fresh selected soil)
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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 mas per technical specification Clause 1903.
1230
26937
21.9
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Maintenance of Earthen shoulder (Stripping of excess soil)
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-
-
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification Clause 1903
1805
14981
8.3
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Excavation in Cutting in soil by manual means with lead upto 50 m
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-
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Excavation in Roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50 m as per Technical Specification Clause 302.3
400
26840
67.1
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Maintenance of Steel and RCC Railing
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Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical Specification Clause 1911.
24
44104
1837.7
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Construction of sub grade and earthen shoulder
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Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits/cuts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead 1000 m as per Technical specification Clause 303.1
367.5
56631
154.1
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Protection Works
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-
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Surface Drains
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-
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Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307
I) Surface Drains in Ordinary Soil
(A) Manual Means
3200
114560
35.8
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Road side Pucca Drains
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-
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Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved drawing and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site
B. Trapezoidal drain (top clear width 600 mm. Bottom clear width 300 mm and clear depth of 400
i)In Ordinary Soil
160
278416
1740.1
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Prime coat.
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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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
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-
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(i) Low Porosity
640
22560
35.25
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Tack coat
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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.
46781.43
589913
12.61
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20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
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Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
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By Mechanical Means with Bitumen(S-65)
46781.43
8980163
191.96
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Seal coat
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Providing and laying seal coat sealing the voids in 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
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i) By Manual Means with Bitumen (S-65) Type D
46781.43
2078498
44.43
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Cross Drainage Structure
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-
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Box cell Culvert
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-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
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(A) Ordinary Soil
(I) Upto 3 m depth
10.15
1452
143.1
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
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-
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i) Sand Filling
1.09
633
583
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
P.C.C grade M 15 (using jhama brick aggregate) below base slab
4.35
21654
4978
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Supplying, fitting & placing HYSD bar
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Supporting fitting and placing HYSD bar reinforcement (Fe500) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
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(I) In RCC Box
0.39
25525
65450.2
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
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(i) R.C.C grade M-25 (a) upto 5 m height
3.24
23744
7328.6
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Supplying, fitting & placing HYSD bar
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-
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Supporting fitting and placing HYSD bar reinforcement in superstructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
0.2
13234
66173.4
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Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specification clause 800,1205.4 & 1205.5
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(I) In RCC grade M25
1.69
14950
8846.2
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