Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Jul 2023
Closing Date24 Jul 2023
Tender Amount₹ 35,26,000
Costs
EMD
₹ 71,000Document Cost
₹ 1,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_KSRRD_126494_1Bid Award Id
ViewTender No
ENIT NO 03 OF PMGSY/KULGAM/2023-24 dated 17/7/23Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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P/L of stone Soling beneath concrete walls
8.25
7772
942.14
... More
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:2:4)
123.63
789730
6388.11
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
340
85363
251.07
... More
Providing weepholes in brick masonry/ stone masonry, plain / reinforced concrete abutments, wing wall. Return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawings and technical specifications clause 614, 709, 1204.3.7.
150
13152
87.68
... More
Backfilling behind walls as per the drawing and technical technical specification clause 1103 granular material using nallah muck
27.5
25908
942.14
... More
PART (B) P.C.C Drain
-
-
-
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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
97.24
15969
164.23
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P/L of stone Soling beneath concrete walls
24.31
22903
942.14
... More
Providing and laying in position cement concrete of specified grade M-10 including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:3:6 ) using 20 mm nominal size aggregates
22.44
126474
5636.12
... More
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:2:4) using 20 mm nominal size aggregates
56.1
358372
6388.11
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
374
93900
251.07
... More
PART (C) Pipe Culvert
-
-
-
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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : RD's 1700
18
2956
164.23
... More
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes 450 mm dia. R.C.C. Pipe
15
28822
1921.48
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Backfilling behind walls as per the drawing and technical technical specification clause 1103 granular material using nallah muck
18
16958
942.14
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Permanent Restoration of Road From Dyankhah to Checkinagam Package No: JK01-204
-
-
-
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PART (A) Protection Work
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-
-
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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
135
22171
164.23
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Supply of Stone boulder (nallah) nominal size 225 mm
177.86
167569
942.14
... More
Hand-packing stones in wire-crates; excluding cost of crates and stones
177.86
57880
325.43
... More
Add cost of wire crate of approved mesh size and material 100 mm x100mm x4mm
972.39
214597
220.69
... More
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:(1:2:4) for concrete band on top layer of crates
7.5
47910
6388.11
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
30
7532
251.07
... More
Backfilling behind walls as per the drawing and technical technical specification clause 1103 granular material using nallah muck
135
127188
942.14
... More
PART (B) Unlined Drain
-
-
-
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Construction of unlined surface drains of avg cross sectionl area 0.40 sqm in soil to specified lines,grades,levels and dimensions.Excavated material to be used in embankmnt with lift upto 3m and lead of 50 m(avg lead 25m) as per technical specifications clause 307 by mechanical means
850
13583
15.98
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PART (C) Pavement
-
-
-
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
82.5
159041
1927.78
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
78.75
175298
2226.01
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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. 16.39.1 With rapid setting bitumen emulsion,On bituminous surface @ 0.25 Kg/sqm.
1050
54316
51.73
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50mm thick Bitumious Macadam:Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. including all carriages ,loading , unloading , octrio etc( Finished work to be measured) 50mm compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
52.5
429022
8171.85
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25mm SDBC:Providing and laying Semi- Dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge , including all carriages ,loading , unloading , octrio etc( Finished work to be measured) .25 mm compacted thickness with bitumen of grade VG-10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
1050
294609
280.58
... More
Seal Coat: Providing and laying seal coat sealing the voids in a 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 (Bitumen S-90) (By Manual Means)
1050
99435
94.7
... More
Shoulders :- Construction of shoulders with available material obtained from crate work excavation transporting to site ,spreading ,grading to required slope and ,compacted to meet the requirements of table 300.2 including cost and carriage of all materials from approved sourse of site of work with all leads , lifts loading ,unloading and octori etc complete job(finished work to be measured)
150
8943
59.62
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PART (D) Pipe Culvert
-
-
-
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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
22.5
3695
164.23
... More
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes 450 mm dia. R.C.C. Pipe
22.5
43075
1914.47
... More
Backfilling behind walls as per the drawing and technical technical specification clause 1103 granular material using nallah muck
4.05
3815
942.14
Evaluation Notes How It Works ?
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