Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Opening Date8 Feb 2019
Closing Date20 Feb 2019
Tender Amount₹ 70,10,023
Costs
EMD
₹ 79,890Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_53296_20Bid Award Id
ViewTender No
Online N.C.B. No-150Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
... More
Superstructure
6.93
4034
582.18
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications for Road & Bridges work (4th Revision).
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-
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With mechanical lead upto 1000m
7417.99
978210
131.87
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
621.17
17666
28.44
... More
Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
6710.57
110120
16.41
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Construction of Soil Aggregate Sub-Base by Providing well graded material of nominal maximum size grading 10mm as per table 2.3 of IRC-77-2008. spreading in uniforem layers with tactor mounted appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount approplate rotavator attaachment and compaction with 3wheel 80-100KN static rooler capacity to achieve the desired density complete as per specification contained in para 2.2, 3.6 and 3.7 of IRC SP 77-2008
907.39
545051
600.68
... More
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 wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specificarions for Road & Bridge works(4th Revision) .
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-
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Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure
216.42
501732
2318.33
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Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure
216.42
511093
2361.58
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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 of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
2885.58
63049
21.85
... More
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
2885.58
23026
7.98
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 Type C as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat).
2885.58
434279
150.5
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by manual means and as per direction of Engineer-in-Charge.
2885.58
169123
58.61
... More
Construction of panelled cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
213.28
1121076
5256.36
... More
Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
887.38
148911
167.81
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
231.49
109781
474.24
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P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.
38.06
160151
4207.87
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Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.
565.08
2330276
4123.8
... More
Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
-
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-
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1000 mm dia Single Row
7.5
32709
4361.33
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1000 mm dia Double Row
45
196259
4361.33
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Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.
55.14
5705
103.47
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Providing and fixing of informatory sign board as per MORD specifications and drawing.
1
8787
8787.28
... More
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67.
-
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-
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For 600 mm Equialateral Triangle
5
8511
1702.34
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For 600 mm Circular
5
8890
1778.03
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Providing and fixing of Citizen sign board as per MORD specifications and drawing.
1
8998
8998
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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-
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Fixing of Km. Stone
2
3467
1733.54
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Fixing or 200m Stone
7
3464
494.93
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Guide Post
250
144157
576.63
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Bill of Quantity (Part-II for Maintenance)
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-
-
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
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-
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1st Year
101.84
27029
265.41
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2nd Year
179.9
47747
265.41
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3rd Year
289.66
76878
265.41
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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 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
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-
-
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1 st year
282.9
9621
34.01
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2 nd year
339.48
11545
34.01
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3 rd year
622.38
21167
34.01
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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 drawings and Technical Specification Clause 1903.
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-
-
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1 st year
282.9
3720
13.15
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2 nd year
339.48
4464
13.15
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3 rd year
622.38
8184
13.15
... More
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
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-
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1 st year
22.63
5274
233.07
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2nd year
45.26
10548
233.07
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3 rd year
203.67
47469
233.07
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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
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1 st year
9
1012
112.48
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2 nd year
9
1012
112.48
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3 rd year
9
1012
112.48
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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
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-
-
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1 st year
38
258
6.8
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2 nd year
38
258
6.8
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3 rd year
38
258
6.8
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Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
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-
-
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1 st year
325.34
735
2.26
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2 nd year
390.41
882
2.26
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3 rd year
455.48
1029
2.26
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