Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date3 Jun 2019
Closing Date9 Jul 2019
Tender Amount₹ 8,28,78,873
Costs
EMD
₹ 4,41,930Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Balance Upgradtion And Maintenance Of Roads Under Pmgsy Phase Vi
Description
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Contact
Tender Id
2019_SQCEO_77800_1Bid Award Id
ViewTender No
TR0301UGTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
Detail Maintenance for Churaibari to Dharmanagar Road
BOQ Items
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Estimate for construction of Road
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Bill No. I : Site Clearance & Setting out
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1. Clearing and grubbing Road land
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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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(A) By manual means
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(i) In area of non thorny Jungle
0.02
-
27200.7
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2. Cutting of Trees , including cutting of Trunks, Branches and Removal of stumps.
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-
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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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A) Lead upto 1000m
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(i) Girth about 300m.m to 600m.m
55
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144.7
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(ii) Girth above 600m.m to 900m.m
48
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273.1
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(iii) Girth above 900m.m to 1800m.m
25
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507.2
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3. 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. by Surveyor
5.56
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35397.8
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4. 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
61.47
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259.6
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C) Wooden/SPT Bridge
70.5
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2500
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5. Dismantling Brick/Tile Work as per Technical Specification No.202
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Dismantling of existing structure like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per Technical Specification Clause 202
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-
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A) Dry Brick Pitching or Brick Soling
1805.95
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130.8
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6. Dismantling of Flexible Pavements
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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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I) By Manual Means
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A) Bituminous Courses
34.93
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410.3
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7. 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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A) Above 600 mm to 900 mm dia Hume pipe
164
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125.6
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Bill No. II : Earth work Erosion control & Drainage
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1. Compacting Original ground
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(ii) Compacting original ground supporting sub grade
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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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For all classes of soil
1
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22.7
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3. Construction of Embankment with Material Obtained from Borrow Pits
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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 per Technical Specification Clause 301.5
1043.71
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168
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4. Excavation in cutting in soil by manual means with lead upto 50.0m.
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(i) 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
81.72
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67.1
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(ii) Excavation in Soil with Dozer with lead upto 100 m.
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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
701.14
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44.3
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(iii) Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
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-
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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
2659.46
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25.9
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5. 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
1153.96
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154.1
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Protection Works
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-
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6. Surface Drains
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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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I) Surface Drains in Ordinary Soil
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-
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(A) Manual Means
6965
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35.8
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8. 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.
118.83
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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.
60.49
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4739.65
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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.
745.85
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121.65
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(iv) 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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-
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(i) In foundation below GL
2.64
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5309
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(ii) In Copings
1.47
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5309
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BILL NO. III : Sub-base & Base Courses (Non Bituminous)
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1. Granular Sub-base
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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, watering and compacting with smooth wheel/ vibratory roller 80 - 100 KN static weight to achieve the desired compaction, complete as per Technical Specification Clause 401.
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-
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By Mechanical Means
0.99
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3242.55
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2. Water Bound Macadam Base using jhama Brick Aggregate
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(a) 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.
0.43
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4008.44
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BILL NO. IV : Base and Surface courses (Bituminous)
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1. 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
12479.5
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36.01
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2. Tack coat on the prepared 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 granular surface treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503.
12479.5
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12.5
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3. Bituminous Macadam
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Providing and laying bituminous macadam with hotmix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
555.85
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9329.4
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4. 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.
12709.93
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10.4
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5. 20mm. Thick open - graded premix carpet using Bituminous (penetration grade / modified bitumen ) Binder.
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-
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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)
13220.13
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190.93
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6. 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 A
13220.13
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45.9
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BILL NO. V : Road Logo other Road furniture
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1. 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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-
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(ii) 600mm equilateral triangle aluminum sheeting
268
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2288.9
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(iii) 600mm Dia circular aluminum sheeting
8
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2415.1
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(iv) 800 x 600 mm rectangular aluminum sheeting
10
-
2610.9
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2. 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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-
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(I) Ordinary Kilometer Stone (precast)
10
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2029.54
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(ii) 200 m stone (Precast)
42
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541.99
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3. 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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-
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(a) In ordinary soil
732
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319.5
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4. Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
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-
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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.
91
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444
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BILL NO. VI : CD Works
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1. RCC Pipe Culvert
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-
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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 bot
-
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-
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(B) Ordinary soil (for Pillars for inscribing Structure Number)
0.34
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143.1
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3. 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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-
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i) 1000 mm dia
0.56
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9574.3
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6. Providing concrete for plain/reinforced conc.
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-
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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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-
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(i) R.C.C. grade M15 in Pillars for inscribing Structure Number
0.3
-
5309
... More
7. Supplying, fitting & placing HYSD bar
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-
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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
0.02
-
65723.39
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8. Providing and laying of cement concrete Block pitching
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-
-
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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 prepar
1.39
-
5309
... More
9. Painting two coats on new concrete surface
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-
-
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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
3.04
-
70.2
... More
10. Printing new letters and figures of any shade
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-
-
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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
190
-
0.4
... More
Box cell Culvert
-
-
-
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14a. Plain cement concrete grade M20 in substructure complete as per drawings & technical specification Clauses 802, 804,805,806,807,1202 & 1204.
63.13
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7024.98
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15. 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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(ii) In Pillars for inscribing Structure Number
0.14
-
65723.39
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18. Providing and laying of cement conc 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 prepar
38.28
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5309
... More
19. Painting two coats on new concrete surface
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-
-
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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
40.13
-
70.2
... More
20. Printing new letters and figures of any shade
-
-
-
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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
4180
-
0.4
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BILL NO. VI : RCC Bridge
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1. Excavation for structures
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-
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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 & bottom and backfilling in trenches with excavated suitable material
-
-
-
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(i) Ordinary Soil
-
-
-
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a) Upto 3m depth
683
-
152.6
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2. Filling in Foundation
-
-
-
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Filling in foundation trenches as per drawing & Technical specification Clause 305.3.9
-
-
-
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(ii) Earth filling (For marshy soil)
374.54
-
98.4
... More
3. Pile
-
-
-
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Bored cast-in-situ piles 1200mm dia, M-25 grade RCC pile excluding reinforcement complete as per drawing and technical specification and removal ofexcavated earth with all lifts and lead upto 1000m
238.45
-
13991.76
... More
4. Reinforcement for Pile
-
-
-
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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specification clauses 1000 & 1202
28.5
-
70017.54
... More
5. PCC (M-15)
-
-
-
... More
Providing concete for plain/ reinforceed concrete in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
-
-
-
... More
(i) PCC grade M-15
-
-
-
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(a) Nominal mix (1:2.5:5) (Hand mixing)
18.05
-
5653
... More
6. RCC M-25 in Pile Cap
-
-
-
... More
Providing concete for plain/ reinforceed concrete in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
-
-
-
... More
(i) RCC grade M-25
288.8
-
7832.82
... More
7. Reinforcement in Pile Cap
-
-
-
... More
Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specification clauses 1000 & 1202
21.85
-
70017.54
... More
8. RCC M-25 in Abutment/ Pier
-
-
-
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Plain/ reinforced cement concrete in substructure complete as per drawings & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204
-
-
-
... More
(i) RCC grade M-25
-
-
-
... More
b) For height above 5m upto 10m
155.8
-
8543.52
... More
9. Reinforcement for Abutment/ Pier
-
-
-
... More
Supplying, fitting & placing HYSD bar reinforcement in substructure completed as per drawings & technical specification clauses 1002, 1005, 1010 and 1202
18.05
-
70094.94
... More
10. Weep Holes
-
-
-
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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall, with 100mm 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
23
-
212.9
... More
11. Backfilling
-
-
-
... More
Backfilling behind abutment, wing wall & reurn wall complete as per drawings & technical specification clause 1204.3.8
-
-
-
... More
(i) Sandy material
2098.55
-
965.93
... More
12. Filter Media
-
-
-
... More
Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
76.95
-
4334.33
... More
13. Elastomeric Bearing
-
-
-
... More
Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories as per drawings & technical specification clause 1207.1
164160
-
1.4
... More
14. Bearing with Steel attachment
-
-
-
... More
Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories with additional steel fixrures as per drawings & technical specification with all lifts and lead upto 1000m
94699.8
-
1.7
... More
15. Expansion Joint
-
-
-
... More
Supplying and installing strip seal type Elastomeric expansion joint of approved design and make as per drawing and technical specification of MoRTH with all lifts and lead upto 1000m
38.95
-
15934.4
... More
16. RCC Superstructure
-
-
-
... More
Providing & laying reinforced cement concrete in superstructure as per drawings & technical specifications clauses 800, 1205.4 & 1205.5
-
-
-
... More
(i) RCC M-25
-
-
-
... More
a) For height from 5m to 10m
309.7
-
9608.89
... More
17. Reinforcement for Superstructure
-
-
-
... More
Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications clauses 1002, 1010 & 1202
57.95
-
70866.34
... More
18. Handrailing
-
-
-
... More
Construction of RCC railing of M-25 grade in cast-in-situ with 20mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, center-to-center spacing between vertical posts not to exceed 2000mm including reinforcement as per drawing and technical specifications clauses 800, 900 and 1208.3
152
-
2998.37
... More
19. Wearing Course
-
-
-
... More
Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawings & technical specifications clauses 800 & 1206.3
32.3
-
13440.49
... More
20. Drainage Spouts
-
-
-
... More
Providing and fixing in position Drainage spouts complete as per drawings & technical specifications clause 1209
38
-
6698.7
... More
21. PCC below Approach Slab
-
-
-
... More
PCC M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing & technical specifications clauses 800 and 1211
-
-
-
... More
(i) PCC grade M-15
-
-
-
... More
a) Nominal mix (1:2.5:5)
-
-
-
... More
a) Nominal mix (1:2.5:5) (Hand mixing)
13.3
-
6688
... More
22. Approach Slab
-
-
-
... More
Reinforced Cement Concrete M-25 grade approach slab including reinforcement & formwork complete as per drawing & technical specifications clauses 800 & 1211
34.2
-
12595.89
... More
23. Routine Load test including supply of all tools & tackles required for testing, supply of kentleedge, making all arrangement for testing, erection of kentledge, recording data and analysing the data.
2
-
104866.6
... More
Total estimated cost for Construction: Rs. 3,68,26,741.70
-
-
-
... More
Estimate for Maintenance:
-
-
-
... More
1st Year Maintenance
11.75
-
50536.48
... More
2nd Year Maintenance
11.75
-
65555.58
... More
3rd Year Maintenance
11.75
-
139733.57
... More
(1) Painting of RCC bridges with two coats of water proof cement based paint of approved make (Berger/ Asian/ ICI/ Jenson & Nicholson / Shalimar) including removal of dirt, cleaning the surface by brushing, watering etc. complete as per direction of Engineer.
-
-
-
... More
(i) Kerb
125.8
-
55
... More
(ii) Handrail Post
74.95
-
55
... More
(iii) Handrail
245.68
-
55
... More
4th Year Maintenance
11.75
-
180081.24
... More
5th Year Maintenance
11.75
-
253983.34
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(1) Painting of RCC bridges with two coats of water proof cement based paint of approved make (Berger/ Asian/ ICI/ Jenson & Nicholson / Shalimar) including removal of dirt, cleaning the surface by brushing, watering etc. complete as per direction of Engineer.
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-
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(i) Kerb
125.8
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55
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(ii) Handrail Post
74.95
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55
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(iii) Handrail
245.68
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55
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Total estimated cost for Maintenance: Rs. 81,52,557.60
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Road name: Jalabasa to Kanchanpur (Part)
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Package No.: TR-03-08 (UG); Link No.: T03
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Length: 9.503 Km
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A. Earth work Erosion control & Drainage
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1. Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
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
1696.5
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25.9
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2. Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
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2.1. Sand filling
1805.25
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583
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3. Construction of sub grade and earthen shoulder
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
6015.75
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154.1
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4. Surface Drains
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4.1. 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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I) Surface Drains in Ordinary Soil
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(A) Manual Means
2680
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1767.24
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5. 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.
83.7
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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.
108
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4738.11
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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.
120
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121.74
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(iv) 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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(iv) (i) In foundation below GL
11.25
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5409
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(iv) (ii) In Copings
3.9
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5409
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B. Sub-base & Base Courses (Non Bituminous)
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1. Granular Sub-base
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1.1. 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, watering and compacting with smooth wheel/ vibratory roller 80 - 100 KN static weight to achieve the desired compaction, complete as per Technical Specification Clause 401.
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(i) By Mechanical Means
420
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3213.72
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2. WBM Grading - 3- 75mm compacted thickness
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2.1. 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.
1174.03
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3963.1
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C. Surface courses (Bituminous)
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1. Prime coat.
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1.1. 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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(i) Low Porosity
35886.25
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36.11
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2. Tack coat on the prepared Granular surface
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2.1. 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 surface treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503.
26737.25
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12.5
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3. Bituminous Macadam
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3.1. Providing and laying bituminous macadam with hotmix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
1351.79
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9329.4
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4. Tack coat on the prepared Bituminous surface
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4.1. 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.
35886.25
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12.86
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5. 20mm. Thick open - graded premix carpet using Bituminous (penetration grade / modified bitumen ) Binder.
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5.1. 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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(i) By Mechanical Means with Bitumen (S-65)
35886.25
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196.47
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6. Seal coat
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6.1. 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 A
35886.25
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47.8
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D. Road Logo other Road furniture
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1. 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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1.1. 600mm equilateral triangle aluminum sheeting
320
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2288.9
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1.2. 600mm Dia circular aluminum sheeting
9
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2415.1
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1.3. 800 x 600 mm rectangular aluminum sheeting
11
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2610.9
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2. 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) Ordinary Kilometer Stone (precast)
10
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2056.55
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(ii) 200 m stone (Precast)
38
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546.93
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3. 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
450
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322.86
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4. Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
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4.1. 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.
80
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444
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5. Providing and fixing "Logo" of PMGSY Project
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5.1. Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specification and drawing Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 m size on back on edges. The lower plate will be welded with MS Angle Iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mmx75mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.0 n. The rate includes cost of fixing in ground as per drawing, cost of all material, labour and carriage.
2
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9551.77
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6. Providing and fixing Citizen's Information board
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6.1. Providing and fixing PMGSY Citizen's Information Board as per MORD Specifications and drawing, consisting of 75 mm square or 75 mm Φ steel tube frame welded with 25 mm x 5 mm MS flat iron strips, 4 nos. horizontally and 2 nos. vertically, two nos. CR/GI plates 1.6 mm thick welded with the MS flats; all MS will be stove enamelled on all sides, painting the boards and lettering as per drawing with ready mixed synthetic enamel paint of superior quality in required shade and colour, fixed in ground with M-15 grade concrete (with jhama aggregate ) 60 x 60 x 75 cm (depth) including cost of excavation, concrete, all materials, labour and carriage.
2
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12039.12
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Total estimated cost: Rs. Rs. 3,78,99,574.18
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