Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Oct 2022
Closing Date21 Nov 2022
Tender Amount₹ 23,97,79,293
Costs
EMD
₹ 47,95,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SQCEO_121457_1Bid Award Id
ViewTender No
TR0202P3Tender 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.
(A) By mechanical means
-
-
-
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(i) In area of non thorny Jungle
7.24
-
18465.2
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Cutting of Trees
-
-
-
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Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.--- Lead upto 100 m.
-
-
-
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Girth above 300 mm to 600 mm
208
-
236.8
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Girth above 600 mm to 900 mm
167
-
391.4
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Dismantling of structures
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-
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Dismantling of existing structures like culverts, bridges, retaining walls and 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 with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202
-
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-
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By Mechanical Means
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-
-
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Cement Concrete
175
-
612.6
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Reinforced Cement Concrete
25
-
1062.4
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Setting Out (As per drawing enclosed in SoR-2019) 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.
8.36
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43031.8
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
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-
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Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.
9066.06
-
7.7
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404.3.1 Making 50 mm x 50 mm Furrows
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Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1
ii) 50 mm deep furrow cutting
9066.06
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4.4
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Removal of Hume Pipes
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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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i) Upto 600 mm dia
12.5
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184.4
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ii) 600mm - 900mm dia
12.5
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248.8
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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.
539
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19.3
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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
4511.71
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37.3
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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
4511.71
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31.9
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Excavation in Soil with Dozer with lead upto 100 m.
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-
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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.
2707.03
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57.4
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(B) For spreading within 100m.
6316.4
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47.2
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ii) Construction of Embankment with Material Obtained from Borrow Pits
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Construction of embankment with approved material obtained from borrow pits with all lifts, 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
11420.01
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182.8
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Construction of sub grade and earthen shoulder
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-
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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
9300.38
-
166
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Protection Works
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-
-
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Brick Masonry Retaining-Wall(Height-1meter)
-
-
-
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Excavation for Structures
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A. Without dewatering.
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
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-
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Ordinary Soil
Upto 3 m depth
350.35
-
283.6
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
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P.C.C grade M 15 ( using jhama brick aggregate )
i) Nominal mix (1:2.5:5)
64.68
-
6508.06
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
Brick masonary in 1:4 cement mortar
384.04
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5814.05
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Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return 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.
1078
-
254.8
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Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
1536.15
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152.89
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Road side Pucca Drains in ordinary soil
-
-
-
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Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
-
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-
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Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
In Ordinary Soil
485
-
2293.43
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BILL NO. III : Sub-base & Base Courses
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Granular Sub-base
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(A) By Mix in Place Method
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Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator 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 Technical Specification Clause 401.
(ii) For Grading - II Material ( Jhama brick aggregate )
1982.04
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4282.47
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WBM Grading 2- 75 mm compacted thickness
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-
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Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
314.29
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5382.38
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Wet Mix Macadam Base ; WMM (2-layers- 75 mm thick of each layers)
-
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-
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Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.
4672.06
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6382.95
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BILL NO. IV : Surface courses (Bituminous)
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-
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Prime coat.
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-
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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
(i) Low Porosity
31147.16
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31.75
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Tack coat
-
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-
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Providing and applying tack coat with Bitumen Emulsion (RS - 2) 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.
31147.16
-
10.84
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First layer of Surface Dressing using Bituminous (penetrations grade Bitumen ) Binder
-
-
-
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Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with preferably pneumatic tyred roller (or 60 to 80 kN static weight roller) including cleaning the road surface as per Technical Specification Clause 507.
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-
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(B) By Mechanical Means
Case - I : Nominal chipping size 13.2 mm (II) Bitumen ( VG-30 )
31147.16
-
132.67
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Second layer of Surface Dressing using Bituminous (penetrations grade Bitumen ) Binder
-
-
-
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Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with pneumatic tyred roller (or 60 to 80 kN static weight roller) including cleaning the road surface as per Technical Specification Clause 507.
-
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-
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(B) By Mechanical Means
Case - II : Nominal chipping size 9.5 mm (II) Bitumen ( VG-30 )
31147.16
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118.97
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BILL NO. V : Road Logo other Road furniture & other Road Appurtenances
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-
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Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
70.69
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68.7
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Guide Post
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-
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Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade ( with jhama brick aggregate ) cast-in-situ with 20 mm 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- In ordinary soil
100
-
397.3
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Retro Reflective Traffic Signs
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-
-
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801
a) with 600 mm equilateral triangle MS sheeting
250
-
2183.82
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b) with 600 mm circular MS sheeting
408
-
2294.02
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c) with 600 mm x 600 mm square MS sheeting
482
-
2360.92
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Retro Reflective Traffic Signs - Direction and place identification signs more than 0.90 sqm sign board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area exceding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and Technical Specification Clause 1701
26
-
3761.12
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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work:
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1653.4
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112.8
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Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
413
-
279.3
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Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1653.4
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731
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Providing and Fixing 'Logo' of PMGSY Project
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-
-
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All M.S. 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 colour. 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 1700.1
3
-
9990.86
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Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. 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 colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
3
-
12979.71
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Logo board/Logo Board at starting point
-
-
-
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Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc.
4
-
9990.86
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Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
-
-
-
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Providing and fixing of typical Maintenance board as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. 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 colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
1
-
9990.86
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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 Kilometre Stone (precast)
1
-
4005.77
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(II) Ordinary Kilometer Stone (precast)
8
-
2489.06
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(III) 200 m stone (Precast)
33
-
648.38
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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.
168
-
582.11
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Cross Drainage Structure
-
-
-
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BILL NO. VII : CD Works
-
-
-
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II) Maintainence of hume pipe type (EXISTING)
-
-
-
... More
Maintainence of hume pipe type by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification 1908
1
-
1513.5
... More
Slab Culvert
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. (A) Ordinary Soil
(i) Upto 3 m depth
509.63
-
306.7
... More
PCC Grade M-10 Nominal 1:3:6 Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203
36.16
-
6178.8
... More
PCC Grade M-15 Nominal 1:2.5:5 Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203
200.24
-
6335.87
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PCC grade M20 (1:2:4 Nominal mix) i) upto 5m height. Plain cement concrete (using jhama brick aggregate) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
243.89
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7214.14
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Providing & laying reinforced cement concrete (using fine sand) in superstructure (using stone aggregate) as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC Grade M-25 Mix-For height upto 5 m
34.83
-
9921.45
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Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
5.11
-
66784.14
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Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return 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
60
-
254.8
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
397.42
-
152.92
... More
Maintainence of culverts slab type (EXISTING) Maintainence of culverts slab type by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification 1908
24
-
3067.9
... More
Maintenance
-
-
-
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Total for 1st year maintenance (including 18% GST)
8.36
-
81808
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Total for 2nd year maintenance (including 18% GST)
8.36
-
88365
... More
Total for 3rd year maintenance (including 18% GST)
8.36
-
178136
... More
Total for 4th year maintenance (including 18% GST)
8.36
-
205394
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Total for 5th year maintenance (including 18% GST)
8.36
-
212073
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2. NH-08 (Madhya Para Bazar) to Kalasi Road (Maichafru Mog Para Bazar)via Nazirai Para Bazar. (Package No-TR-02-09 P3) (Length= 10.139 km) under Jolaibari block
-
-
-
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Bill No. I : Site Clearance & Setting out
-
-
-
... More
Clearing and grubbing Road land
-
-
-
... More
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.
(A) By mechanical means
(i) In area of non thorny Jungle
8.81
-
18465.2
... More
Cutting of Trees
-
-
-
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.--- Lead upto 100 m.
-
-
-
... More
Girth above 300 mm to 600 mm
253
-
236.8
... More
Girth above 600 mm to 900 mm
202
-
391.4
... More
Dismantling of structures
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and 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 with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202
-
-
-
... More
By Mechanical Means
-
-
-
... More
Cement Concrete
950
-
612.6
... More
Reinforced Cement Concrete
65
-
1062.4
... More
Setting Out (As per drawing enclosed in SoR-2019) 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.
10.14
-
43031.8
... More
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
-
-
... More
Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.
13847.63
-
7.7
... More
404.3.1 Making 50 mm x 50 mm Furrows
-
-
-
... More
Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1
ii) 50 mm deep furrow cutting
13847.63
-
4.4
... More
Removal of Hume Pipes
-
-
-
... More
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 .
-
-
-
... More
i) Upto 600 mm dia
12.5
-
184.4
... More
ii) 600mm - 900mm dia
37.5
-
248.8
... More
iii) Above 900mm dia
12.5
-
462.1
... More
Bill No. II: Earth work Erosion control & Drainage
-
-
-
... More
Compacting Original Ground
-
-
-
... More
(i) Compacting original ground supporting embankment
-
-
-
... More
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.
1418
-
19.3
... More
Excavation in soil with Dozer with lead upto 100 m
-
-
-
... More
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
8279.54
-
37.3
... More
Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
-
-
-
... More
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
8279.54
-
31.9
... More
Construction of Embankment with Materials Obtained from Roadway Cutting 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
-
-
-
... More
(A) For spreading beyond 100m.
4967.72
-
57.4
... More
(B) For spreading within 100m.
11591.35
-
47.2
... More
ii) Construction of Embankment with Material Obtained from Borrow Pits
-
-
-
... More
Construction of embankment with approved material obtained from borrow pits with all lifts, 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
18887.5
-
182.8
... More
Construction of sub grade and earthen shoulder
-
-
-
... More
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
8302.39
-
166
... More
Protection Works
-
-
-
... More
Brick Masonry Retaining-Wall(Height-1meter)
-
-
-
... More
Excavation for Structures
-
-
-
... More
A. Without dewatering.
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Ordinary Soil
Upto 3 m depth
921.7
-
283.6
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
P.C.C grade M 15 ( using jhama brick aggregate )
i) Nominal mix (1:2.5:5)
170.16
-
6508.06
... More
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
Brick masonary in 1:4 cement mortar
1010.32
-
5845.57
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return 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.
2836
-
254.8
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
4041.3
-
153.79
... More
BILL NO. III : Sub-base & Base Courses
-
-
-
... More
Granular Sub-base
-
-
-
... More
(A) By Mix in Place Method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator 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 Technical Specification Clause 401.
(ii) For Grading - II Material ( Jhama brick aggregate )
1782.73
-
4322.06
... More
Construction of Water Resistant Stabilized Base with nanotechnology Construction of stabilized granular sub-base/ base by providing well graded material ( Jhama Brick Aggregate , as per approved Table , mixing with organosilane nanotechnology and nano acrylic co-polymer with water (1000 ppm TDS), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, watering and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification approved by TRRDA. For Grading - II Material ( Jhama brick aggregate )
5532.41
-
2737.15
... More
Surface Waterproofing with nanotechnology Providing and applying waterproofing with organosilane nanotechnology and nano acrylic co-polymer with water (1000 ppm TDS) on top compacted subgrade, shoulder ( in the ratio of 1.00 kg organosilane nanotechnology : 1.00 kg nano acrylic co-polymer : 200 litre water) by spraying solution at the rate of 3.00 litre/sqm in two spray application (1.50 litre+1.50litre) as per Technical Specification approved by TRRDA.
52833.38
-
13.53
... More
WBM Grading 2
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
136.21
-
5429.41
... More
Wet Mix Macadam Base ; WMM (75 mm thick single layer)
-
-
-
... More
Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.
2886.38
-
6420.38
... More
BILL NO. IV : Surface courses (Bituminous)
-
-
-
... More
Prime coat with Nanotechnology
-
-
-
... More
Providing and applying prime coat with organosilane nanotechnology and cationic bitumen emulsion (CSS-1) and with water (1000 ppm TDS) (in the ratio of 1.00 kg organosilane nanotechnology : 100.00 kg cationic bitumen emulsion (CSS-1) : 200 litre water) by spraying solution at the rate of 1.00 litre/sqm using mechanical means on prepared surface of granular base of low porosity including cleaning of road surface as per Technical Specification approved by TRRDA
38485.05
-
17.36
... More
First layer of Surface Dressing with Nanotechnology
-
-
-
... More
Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion (RS-2 type-Rapid Setting Cationic type- conforming to IS:8887) mixed with 0.5% organosilane nanotechnology Nanotac by weight of bituminous emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with preferably pneumatic tyred roller (or 60 to 80 kN static weight roller) including cleaning the road surface as per Technical Specification Clause 507.
-
-
-
... More
(B) By Mechanical Means
Case - I : Nominal chipping size 13.2 mm
38485.05
-
114.76
... More
Second layer of Surface Dressing with Nanotechnology
-
-
-
... More
Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion (RS-2 type -Rapid Setting Cationic type- conforming to IS:8887) mixed with 0.5% organosilane nanotechnology Nanotac by weight of bituminous emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with preferably pneumatic tyred roller (or 60 to 80 kN static weight roller) including cleaning the road surface as per Technical Specification Clause 507.
-
-
-
... More
(B) By Mechanical Means
Case - II : Nominal chipping size 9.5 mm
38485.05
-
99.11
... More
BILL NO. V : Road Logo other Road furniture & other Road Appurtenances
-
-
-
... More
Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
106.03
-
68.7
... More
Guide Post
-
-
-
... More
Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade ( with jhama brick aggregate ) cast-in-situ with 20 mm 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- In ordinary soil
122
-
398.97
... More
Retro Reflective Traffic Signs
-
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801
a) with 600 mm equilateral triangle MS sheeting
160
-
2190.7
... More
b) with 600 mm circular MS sheeting
424
-
2300.9
... More
c) with 600 mm x 600 mm square MS sheeting
281
-
2367.8
... More
Retro Reflective Traffic Signs - Direction and place identification signs more than 0.90 sqm sign board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area exceding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and Technical Specification Clause 1701
22
-
3768
... More
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work:
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
2012.7
-
112.8
... More
Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
503
-
279.3
... More
Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2012.7
-
731
... More
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All M.S. 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 colour. 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 1700.1
4
-
10006.3
... More
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. 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 colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
4
-
13010.22
... More
Logo board/Logo Board at starting point
-
-
-
... More
Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc.
4
-
10006.3
... More
Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
Providing and fixing of typical Maintenance board as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. 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 colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
1
-
10006.3
... More
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
-
-
-
... More
(I) 5th Kilometre Stone (precast)
2
-
4026.35
... More
(II) Ordinary Kilometer Stone (precast)
9
-
2503.19
... More
(III) 200 m stone (Precast)
40
-
650.93
... More
Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
-
-
-
... More
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.
204
-
583.29
... More
Cross Drainage Structure
-
-
-
... More
BILL NO. VII : CD Works
-
-
-
... More
1 x 1000mm DIA PIPE CULVERT
-
-
-
... More
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil
186.5
-
283.6
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.-P.C.C grade M 10 Nominal mix 1:3:6
8.12
-
6232.43
... More
Laying (Type A) concrete cradle bedding with Laying concrete cradle bedding with M15 Grade Cement Concrete( with jhama brick aggregate) as per Clause 1105(i)
20.39
-
6385.08
... More
Cement Concrete M10 ( 1:3:6 nominal mix with jhama brick aggregate ) in Head Walls with skin reinforcement ( 8 mm dia @ 200 mm c/c on exposed surface as per drawings & Technical Specification 1109
79.29
-
7582.83
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
208.95
-
154.09
... More
Providing and laying reiforcemented cement concrete Pipe NP-3 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cement morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD.
34.5
-
10924.85
... More
Providing and laying of apron with 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 Clause 1301 ( rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks.)
30.41
-
6507.18
... More
II) Maintainence of hume pipe type (EXISTING)
-
-
-
... More
Maintainence of hume pipe type by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification 1908
1
-
1513.5
... More
Slab Culvert
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
(A) Ordinary Soil
(I) Upto 3 m depth
1119.18
-
306.7
... More
PCC Grade M-10 Nominal 1:3:6 Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203
81.77
-
6232.43
... More
PCC Grade M-15 Nominal 1:2.5:5 Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203
467.37
-
6385.08
... More
PCC grade M20 (1:2:4 Nominal mix) i) upto 5m height. Plain cement concrete (using jhama brick aggregate) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
568.66
-
7266.48
... More
Providing & laying reinforced cement concrete (using fine sand) in superstructure (using stone aggregate) as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC Grade M-25 Mix-For height upto 5 m
91.66
-
9975.29
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
13.11
-
66806.63
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return 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
120
-
254.8
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
790.12
-
154.09
... More
Maintainence of culverts slab type (EXISTING) Maintainence of culverts slab type by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification 1908
15
-
3067.9
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
10.14
-
102742
... More
Total for 2nd year maintenance (including 18% GST)
10.14
-
110958
... More
Total for 3rd year maintenance (including 18% GST)
10.14
-
202045
... More
Total for 4th year maintenance (including 18% GST)
10.14
-
229364
... More
Total for 5th year maintenance (including 18% GST)
10.14
-
236047
... More
3.South Sonaichari Bazar to Sonaichari BMC via North Sonaichari (Package No-TR-02-11 P3) (Length= 4.807 km) under Hrishyamukh block
-
-
-
... More
Bill No. I : Site Clearance & Setting out
-
-
-
... More
Clearing and grubbing Road land
-
-
-
... More
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.
(A) By mechanical means
(i) In area of non thorny Jungle
4.06
-
18465.2
... More
Cutting of Trees
-
-
-
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.--- Lead upto 100 m.
-
-
-
... More
Girth above 300 mm to 600 mm
120
-
236.8
... More
Girth above 600 mm to 900 mm
96
-
391.4
... More
Setting Out (As per drawing enclosed in SoR-2019) 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.
4.81
-
43031.8
... More
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
-
-
... More
Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.
7161.3
-
7.7
... More
404.3.1 Making 50 mm x 50 mm Furrows
-
-
-
... More
Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1
ii) 50 mm deep furrow cutting
7161.3
-
4.4
... More
Bill No. II: Earth work Erosion control & Drainage
-
-
-
... More
Compacting Original Ground
-
-
-
... More
(i) Compacting original ground supporting embankment
-
-
-
... More
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.
625
-
19.3
... More
Excavation in soil with Dozer with lead upto 100 m
-
-
-
... More
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
1039.21
-
37.3
... More
Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
-
-
-
... More
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
1039.21
-
31.9
... More
Construction of Embankment with Materials Obtained from Roadway Cutting 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.
623.52
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57.4
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(B) For spreading within 100m.
1454.89
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47.2
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ii) Construction of Embankment with Material Obtained from Borrow Pits
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-
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Construction of embankment with approved material obtained from borrow pits with all lifts, 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
2999.03
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182.8
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Construction of sub grade and earthen shoulder
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-
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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
4923.39
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166
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Protection Works
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-
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Brick Masonry Retaining-Wall(Height-1meter)
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-
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Excavation for Structures
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A. Without dewatering.
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
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Ordinary Soil
Upto 3 m depth
406.25
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283.6
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
P.C.C grade M 15 ( using jhama brick aggregate )
i) Nominal mix (1:2.5:5)
75
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6508.06
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
Brick masonary in 1:4 cement mortar
445.31
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5804.87
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Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return 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.
1250
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254.8
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Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
1781.25
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153.35
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Road side Pucca Drains in ordinary soil
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-
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Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
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-
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Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm In Ordinary Soil
680
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2293.42
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BILL NO: IIII Sub-base & Base Courses
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Granular Sub-base
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(A) By Mix in Place Method
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Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator 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 Technical Specification Clause 401.
(ii) For Grading - II Material ( Jhama brick aggregate )
671.68
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4261.41
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WBM Grading -II
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-
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Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
64.45
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5413.48
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Wet Mix Macadam Base ; WMM ( 2 layers -75 mm thick of each layer)
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-
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Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.
2739.56
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6436.94
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BILL NO. IV : Surface courses (Bituminous)
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-
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Prime coat
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-
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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
(i) Low Porosity
18263.78
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31.78
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Tack Coat
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-
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Providing and applying tack coat with Bitumen Emulsion (RS - 2) 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.
18263.78
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10.85
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First layer of Surface Dressing Using Bitumen Emulsion
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-
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Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder (RS-2 type -Rapid Setting Cationic type- conforming to IS:8887) laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with preferably pneumatic tyred roller (or 60 to 80 kN static weight roller) including cleaning the road surface as per Technical Specification Clause 507.
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-
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(B) By Mechanical Means
Case - I : Nominal chipping size 13.2 mm
18263.78
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115.09
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Second layer of Surface Dressing Using Bitumen Emulsion
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-
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Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder (RS-2 type -Rapid Setting Cationic type- conforming to IS:8887) laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with preferably pneumatic tyred roller (or 60 to 80 kN static weight roller) including cleaning the road surface as per Technical Specification Clause 507.
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-
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(B) By Mechanical Means
Case - II : Nominal chipping size 9.5 mm
18263.78
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99.27
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BILL NO. V : Road Logo other Road furniture & other Road Appurtenances
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-
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Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
49.48
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68.7
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Guide Post
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-
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Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade ( with jhama brick aggregate ) cast-in-situ with 20 mm 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- In ordinary soil
116
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397.41
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Retro Reflective Traffic Signs
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-
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801
a) with 600 mm equilateral triangle MS sheeting
70
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2184.17
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b) with 600 mm circular MS sheeting
192
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2294.37
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c) with 600 mm x 600 mm square MS sheeting
224
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2361.27
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Retro Reflective Traffic Signs - Direction and place identification signs more than 0.90 sqm sign board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area exceding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and Technical Specification Clause 1701
10
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3761.47
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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work:
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
954.84
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112.8
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Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
239
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279.3
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Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
954.84
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731
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Providing and Fixing 'Logo' of PMGSY Project
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All M.S. 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 colour. 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 1700.1
2
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9992.68
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Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
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-
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. 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 colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
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12981.9
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Logo board/Logo Board at starting point
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-
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Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc.
4
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9992.68
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Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
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-
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Providing and fixing of typical Maintenance board as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. 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 colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
1
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9992.68
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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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-
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(II) Ordinary Kilometer Stone (precast)
5
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2489.43
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(III) 200 m stone (Precast)
20
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648.47
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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.
98
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582.16
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Cross Drainage Structure
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-
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BILL NO. VII : CD Works
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-
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Maintainence of culverts slab type (EXISTING) Maintainence of culverts slab type by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification 1908
23
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3067.9
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Maintenance
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-
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Total for 1st year maintenance (including 18% GST)
4.81
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82919
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Total for 2nd year maintenance (including 18% GST)
4.81
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82919
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Total for 3rd year maintenance (including 18% GST)
4.81
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183961
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Total for 4th year maintenance (including 18% GST)
4.81
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257253
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Total for 5th year maintenance (including 18% GST)
4.81
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263952
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● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
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