Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date31 Jan 2019
Closing Date14 Feb 2019
Tender Amount₹ 5,26,49,292
Costs
EMD
₹ 10,53,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_SQCEO_73376_1Bid Award Id
ViewTender No
25/EO/TRRDA/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
-
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-
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(A) By manual means
-
-
-
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(i) In area of non thorny Jungle
6.2
-
27200.7
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Cutting of Trees , including cutting of Trunks, Branches and Removal of stumps.
-
-
-
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Cutting of Trees including cutting of Trunks branches and removal of stumps and roots, refilling, compaction of back filling and stacking of serviceable material by manual means with all leads as per technical specification clause 201.
-
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-
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A) Lead upto 1000m
-
-
-
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(i) Girth about 300m.m to 600m.m
22
-
144.7
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(ii) Girth above 600m.m to 900m.m
14
-
273.1
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(iii) Girth above 900m.m to 1800m.m
9
-
507.2
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Setting Out (As per drawing enclosed) with Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc.
5.1
-
35204.02
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Dismantling of Structures
-
-
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202
-
-
-
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i) By Manual Means
-
-
-
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A) Cement Concrete
62.53
-
259.6
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B) Reinforced Cement Concrete
3.6
-
643.4
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Dismantling of Flexible Pavements
-
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-
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Dismantling of Dismantling of Flexible Pavements and disposal of dismantled materials with all lifts and upto a lead of 100m, stacking serviceable materials and unserviceable materials separately as per Technical Specification Clause 202
-
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-
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i) By Manual Means
-
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-
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A) Bituminous Courses
470.73
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410.3
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Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202
-
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-
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A) Above 600 mm to 900 mm dia Hume pipe
128
-
125.6
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Bill No. II : Earth work Erosion control & Drainage
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-
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Compacting Original ground
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-
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(i)Compacting original ground supporting embankment
-
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Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1
697.75
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18.2
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(ii) Compacting original ground supporting sub grade
-
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-
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Loosening of the ground upto a level of 300mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as per technical specification clause 303.5.2
-
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-
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For all classes of soil
65326.25
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22.7
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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 of tables 300.1 and 300.2 as per technical specification clause 301.5
-
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-
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(A) For spreading beyond 100m.
18741.91
-
57.9
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(B) For spreading within 100m.
6789.48
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46.4
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Excavation in cutting in soil by manual means with lead upto 50.0m.
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-
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Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
394.39
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67.1
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Excavation in Soil with Dozer with lead upto 100 m.
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-
-
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Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
5053.43
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44.3
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Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
-
-
-
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per technical specification clause 302.3
17227.55
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25.9
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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
30054.12
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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
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Toe Wall
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(i) Earth work in excavation for Toe wall 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 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
164.05
-
143.1
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(ii) Brick masonry work in cement mortar (in substructure) complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204.
189.73
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4726.98
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(iii) Plastering with cement mortar (1:4) 15mm thick on brickwork (in substructure) as per Technical specification clauses 613.4 & 1204.
126.08
-
120.68
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(iv) Providing weepholes in brick masonry toe wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 kg/cm2 pressure) 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
125
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199.6
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(v) Providing concrete for plain concrete M-15 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
-
-
-
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(i) In foundation below GL
26.15
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5276
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(ii) In Copings
9
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5276
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BILL NO. III : Sub-base & Base Courses
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Granular Sub-base
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-
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Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 1000m as per MoRD Technical Specification Clause 202.
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-
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By Manual Means
1782
-
357
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Labour charge for breaking of jhama bats / jhama bricks/ 1st class bricks (including bigger lumps) into metal / chips/ aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100m.
-
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-
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Required sizes for GSB (53 mm to 0.075 mm) as per MoRD Technical Specification Clause 401.
1537
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415.2
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Charge for construction of granular sub-base by providing well graded material spreading in uniform layers with tractor with attachments on preparaed surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (excluding the cost of jhama aggregate which are available at site only).
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Grading- II Material
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By Mix in Place Method
1395.02
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126.1
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Water Bound Macadam Base using jhama Brick Aggregate
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WBM Grading -2- 75mm compacted thickness
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Providing, laying spreading and compacting 63m.m to 12.5m.m jhama Brick aggregates to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting to fill up all interstices as per technical specification clause 405.
1523.77
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3965.54
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WBM Grading - 3- 75mm compacted thickness
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-
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Providing, laying spreading and compacting 53m.m to 12.5m.m jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting fill up the interstices as per technical specification clause 405.
1554.19
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3955
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BILL NO. IV : Surface courses (Bituminous)
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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
38893.02
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36.01
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Tack coat on granular surface
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-
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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.
38893.02
-
12.83
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Modified Penetration Macadam
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-
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Construction of penetration macadam over preparaed base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506
(A) 50 mm thick
17550
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371.68
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Tack coat on the prepared Bituminous surface
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-
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Providing and applying tack coat with Bitumen Emulsion (RS - 1) using emulsion distributor at the rate of 0.20 to 0.25 kg. Per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical specification Clause 503.
17550
-
10.67
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Mix Seal Surfacing
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-
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2mm to 0.9mm (Type-A) aggregates using penetration grade bitumen 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, finishing to required level and grades as per Technical Specification Clause 509.
-
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-
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By Manual Means with Bitumen (S-65)
17550
-
240.86
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20mm. 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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared bases 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 as per Technical Specification Clause 508.
-
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-
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By Mechanical Means with Bitumen (S-65)
21342.02
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190.59
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Seal coat
-
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-
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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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-
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i) By Manual Means with Bitumen (S-65) Type D
21342.02
-
45.8
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BILL NO. V : Road Logo other Road furniture
-
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-
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Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
-
-
-
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600mm equilateral triangle aluminum sheeting
310
-
2288.9
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600mm Dia circular aluminum sheeting
12
-
2415.1
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800 x 600 mm rectangular aluminum sheeting
10
-
2610.9
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
-
-
-
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(I) 5th Kilometer Stone (precast)
3
-
3270.25
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(II) Ordinary Kilometer Stone (precast)
10
-
2020.55
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(III) 200 m stone (Precast)
51
-
540.36
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Construction of RCC guide posts of 250mm dia and total 600mm long, (300mm below G.L) M15 grade ( with jhama brick aggregate) case in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and technical specification clause 1401.6.
-
-
-
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(a) In ordinary soil
810
-
318.42
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Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
-
-
-
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Plain cement concrete M15 grade (Using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC : 25 fixed in position including finishing and lattering but excluding painting as per drawing and technical specification clause 1704.
103
-
444
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Cross Drainage Structure
-
-
-
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BILL NO. VI : CD Works
-
-
-
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RCC Pipe Culvert
-
-
-
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and toerh delterious matter, dressing of sides and bottom
-
-
-
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(A) Ordinary soil (for RCC Pipe Culvert)
65.02
-
143.1
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(B) Ordinary soil (for Pillars for inscribing Structure Number)
1
-
143.1
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PCC M-15 (with Jhama) as per drawing and technical specification, clause 1109
-
-
-
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(ii) Below cement concrete NP3 pipe
9.8
-
5276
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Providing and laying reinforced cement concrete pipe NP3 for culverts on bedding PCC (M-15) using Jhama material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work
-
-
-
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i) 1000 mm dia
20
-
9574.3
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Providing concrete for plain/reinforced conc.
-
-
-
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Providing concrete for plain/reinforce concrete (Using Jhama Brick aggregate) complete as per drawings & technical specifications Clauses 802, 803, 1202 & 1203
-
-
-
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(i) R.C.C. grade M15 in Pillars for inscribing Structure Number
1
-
5276
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Supplying, fitting & placing HYSD bar
-
-
-
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Supporting fitting and placing HYSD bar reinforcement (Fe415) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
-
-
-
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(i) In Pillars for inscribing Structure Number
20
-
65.7
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Providing and laying of cement concrete Block pitching
-
-
-
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Providing and laying of cement concrete blocks of size as per Table 1300.1 cast - in -situ and made with nominal mix of M-15 grade cement concrete (Using Jhama Brick aggregate) as per drawing and technical specification clauses 1301 (rate includes preparation of bed, nominal surface reinforcement & filling of granular material in recesses between blocks)
1.46
-
5276
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Painting two coats on new concrete surface
-
-
-
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/ concrete surfaces as per drawing and Technical Specification on Pillars for inscribing Structure Number
3.2
-
70.2
... More
Printing new letters and figures of any shade
-
-
-
... More
Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawing and technical specification Cl: 1701, in English or Roman
200
-
0.4
... More
Box cell Culvert
-
-
-
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Excavation for structures
-
-
-
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Earth work 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 50m. Dressing of sides and bottom and backfilling in trenches with excavated suitable materials
-
-
-
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(A) Ordinary soil upto 3m depth
46.47
-
143.1
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Construction of Wing Walls, Return Wall etc.
-
-
-
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(i) Providing M-15 concrete with jhama aggregates in open foundations below Wing wall, Return Wall etc. as per drawing and technical specification cl. 802, 803, 1202 & 1203.
4.28
-
5276
... More
(ii) Brick masonry work in 1:4 cement mortar in Wing wall, Return Wall etc. complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204.
89.25
-
4726.98
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(iii) Plastering with cement mortar (1:4) 15mm thick on brickwork in Wing Wall, Return Wall etc. in substructure as per technical specification clauses 613.4 & 1204.
200.35
-
120.68
... More
Plain / reinforced cement concrete in substructure complete as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 1202 7 1204
-
-
-
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(i) PCC grade M-15 below Base Slab
22.62
-
5276
... More
(ii) R.C.C. grade M15 in Pillars for inscribing Structure Number
3.52
-
5276
... More
(iii) RCC grade M25
15.18
-
7731.31
... More
Supplying, fitting & placing HYSD bar
-
-
-
... More
Supporting fitting and placing HYSD bar reinforcement (Fe415) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
-
-
-
... More
(i) In the RCC Box
1.51
-
65702.48
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(ii) In Pillars for inscribing Structure Number
220
-
65.7
... More
Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specifications clauses 800, 1205.4 & 1205.5
-
-
-
... More
(ii) RCC grade M25
5.26
-
9247.99
... More
Supplying fitting & placing of HYSD bar
-
-
-
... More
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
874.4
-
66.43
... More
Providing and laying of cement conc block pitching
-
-
-
... More
Providing and laying of cement concrete blocks of size as per Table 1300 1 cast - in - situ and made with nominal mix of M-15 grade cement concrete (Using jhama Brick aggregate) as per drawing and technical specification clauses 1301 ((rate includes preparation of bed, nominal surface reinforcement & filling of granular material in recesses between blocks)
16.36
-
5276
... More
Painting two coats on new concrete surface
-
-
-
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/ concrete surfaces as per drawing and Technical Specification on Pillars for inscribing Structure Number
42.24
-
70.2
... More
Printing new letters and figures of any shade
-
-
-
... More
Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawing and technical specification Cl: 1701, in English or Roman
4400
-
0.4
... More
Maintenance
-
-
-
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Total for 1st year maintenance (including 5% inflation)
12.6
-
52500
... More
Total for 2nd year maintenance (including 10% inflation)
12.6
-
66034
... More
Total for 3rd year maintenance (including 15% inflation)
12.6
-
156300
... More
Total for 4th year maintenance (including 20% inflation)
12.6
-
191446
... More
Total for 5th year maintenance (including 25% inflation)
12.6
-
226951
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