Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date6 Jul 2020
Closing Date27 Jul 2020
Tender Amount₹ 49,85,10,038
Costs
EMD
₹ 99,70,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_SQCEO_96255_1Bid Award Id
ViewTender No
TR0608 P2Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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
80
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Girth above 600 mm to 900 mm
63
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Setting out
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Setting Out (As per drawing enclosed in SoR-2019) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and 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
5.78
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
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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.
10725
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Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
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Scarifying Existing Granular Surface by manual means to a Depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.
3465
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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
835.5
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Excavation in soil using Hydraulic Excavator and Trippers with disposal upto 1000 m.
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Excavation for roadwork 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
835.5
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Construction of Embankment with Materials Obtained from Roadway Cutting
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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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For spreading within 100m
501.3
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For spreading beyond 100m
1169.7
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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
4405.18
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Construction of Subgrade and Earthen Shoulders
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
3873.83
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Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
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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.
For Grading - II Material ( jhama brick aggregate )
1599.35
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Wet Mix Macadam [ WMM]
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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.
3218.27
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Prime coat
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(i) Low Porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
21455.12
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Tack coat
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
21590.12
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20 mm thick Open-Graded Premix Carpet using Cold Mix Technology
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Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates by using Cold Mix Technology to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508.
By using Cold Mix Technology
21590.12
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Seal Coat
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
A. By Manual Means
Case-IV: Type D (with fine sand)
Bitumen VG-30
21590.12
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Road Safety
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Rumble strips
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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.
56.55
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Guide Post
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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
173
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Semi Reflective Traffic Signs
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube 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 Clause 1701.2.2
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a) with 600 mm equilateral triangle MS sheeting
42
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b) with 600 mm circular MS sheeting
17
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c) with 600 mm x 600 mm square MS sheeting
19
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Semi Reflective Traffic Signs
Direction & Place Identification Sign upto 0.90 sqm Sign Board: Providing and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back 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.
24
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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
3
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Providing and Fixing “Citizen’s information Board”
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
3
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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.
2
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Providing and fixing Maintenance board
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Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
1
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Kilometre Stone (with RCC M15 Grade using Jhama brick aggregate): Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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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5th Kilometre Stone (precast)
1
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Ordinary Kilometre Stone (Precast)
5
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Construction of 200 Metre Stone (Precast)
23
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Boundary Pilar (with RCC M15 Grade using Jhama brick aggregate): 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 lettering but excluding painting as per drawing and Technical Specification Clause 1704.
116
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Road side Pucca Drains
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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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Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(i) in ordinary soil
1037
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Providing close bamboo toe walling consisting of 65 mm to 75 mm diameter bamboos driven 900 mm below ground and 900 mm above ground at 150 mm C/C and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting.
1301
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Retaining Wall
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Excavation of Structures - 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.
In ordinary soil --Upto 3 m depth
378.87
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Compacting Original Ground
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Compaction of earth or local sand to 15 cm thick in foundation trench or plinth by ramming by manual means including watering levelling to correct grade and slope with carriage of materials if required upto 150 m. Complete as directed by the engineer- in- charge.
459.23
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Laying brick soling single layer on prepared sub-grade as per Technical Specification Clause 412
459.23
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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 10 ( using jhama brick aggregate )
(i) Nominal mix 1:3:6
45.94
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Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5
-Brick masorny in cement mortar 1:4 in case of brick pitching
390.31
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Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5-Brick masorny in cement mortar 1:4 in case of brick pitching (The face joints shall be racked to a minimum depth of 15mm by racking tools daily during the progress of work when the mortar is still green. the face of wall of thickness greater than 25cm shall be kept in proper plain. the face of the bricks shall be cleaned the very that day and all mortar dropping removed. the brickwork shall be ismantled. Scaffolding shall be sound and strong and holes left in masonry work for supporting the scaffolding shall be fills and made good.)
34.58
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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.
867
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CD works
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Hume Pipe (1000 mm Dia)
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Excavation of Structures -
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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
53.47
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Plain Cement Concrete M10(1:3:6 nominal mix with jhama brick aggregate) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
2.58
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Bedding for Pipe
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Type A (Concrete Cradle) Laying concrete cradle bedding with M15 Grade
Cement Concrete (using jhama brick aggregate) as per Clause 1105(i)
3.16
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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
35.72
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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.
31.02
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Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in single Row
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Providing and Laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets Clause 1106.
(a) 1000 mm dia
10
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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.)
7.1
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Slab Culvert
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With dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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. Ordinary Soil - Upto 3 m depth
826.89
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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.
PCC Grade M-10 (using jhama brick aggregate) Nominal mix 1:3:6
106.66
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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.
PCC Grade M-15 (using jhama brick aggregate)
Nominal mix 1:2.5:5
558.87
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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.
PCC Grade M-15 Nominal mix 1:2.5:5
222.89
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Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC Grade M-25 -For height upto 5 m
130.77
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Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
10.26
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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
320
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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.
662.7
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Maintenance of Existing Slab Culvert
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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
4
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Maintainence of hume pipe type (EXISTING)
-
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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
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5 Year Routine Maintenance after Construction
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1st Year Routine Maintenance
5.78
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2nd Year Routine Maintenance
5.78
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3rd Year Routine Maintenance
5.78
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4th Year Routine Maintenance
5.78
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5th Year Routine Maintenance
5.78
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2. Maharani Chow to Udaipur Amarpur rd via Maharani barage (MRL05)/ Length - 5.448 km / (Package No-TR-06-04 P2) under Matabari block
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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 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification clause 201. By manual means (For non-thorny jungle)
1.22
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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
76
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Girth above 600 mm to 900 mm
59
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Setting out
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Setting Out (As per drawing enclosed in SoR-2019) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and 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
5.45
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
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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.
20323.13
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Removing all types 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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(a) Upto 600mm dia Hume Pipe
40
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Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
-
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Scarifying Existing Granular Surface by manual means to a Depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.
4086
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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
1305.45
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Excavation in soil using Hydraulic Excavator and Trippers with disposal upto 1000 m.
-
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Excavation for roadwork 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
1305.45
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Construction of Embankment with Materials Obtained from Roadway Cutting
-
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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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For spreading within 100m
783.27
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For spreading beyond 100m
1827.63
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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
3346.09
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Construction of Subgrade and Earthen Shoulders
-
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
3654.11
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Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
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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.
For Grading - II Material ( jhama brick aggregate )
272.94
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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate
-
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WBM GRADING -2
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 three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming 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.
-By Manual means
456.76
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Wet Mix Macadam [ WMM]
-
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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.
3035.43
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Prime coat
-
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(i) Low Porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
20236.21
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Tack coat
-
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
20365.59
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20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
-
-
-
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508.
Case-I By Manual Means-
Bitumen VG-30
20365.59
-
-
Seal Coat
-
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
A. By Manual Means
Case-IV: Type D (with fine sand)
Bitumen VG-30
20365.59
-
-
Road Safety
-
-
-
Rumble strips
-
-
-
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.
77.75
-
-
Guide Post
-
-
-
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
218
-
-
Semi Reflective Traffic Signs
-
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube 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 Clause 1701.2.2
-
-
-
a) with 600 mm equilateral triangle MS sheeting
44
-
-
b) with 600 mm circular MS sheeting
16
-
-
c) with 600 mm x 600 mm square MS sheeting
22
-
-
Semi Reflective Traffic Signs
Direction & Place Identification Sign upto 0.90 sqm Sign Board: Providing and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back 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.
27
-
-
Providing and Fixing "Logo" of PMGSY Project
-
-
-
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
-
-
Providing and Fixing “Citizen’s information Board”
-
-
-
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
3
-
-
Logo board/Logo Board at starting point
-
-
-
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.
2
-
-
Providing and fixing Maintenance board
-
-
-
Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
1
-
-
Kilometre Stone (with RCC M15 Grade using Jhama brick aggregate): Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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.
-
-
-
5th Kilometre Stone (precast)
1
-
-
Ordinary Kilometre Stone (Precast)
5
-
-
Construction of 200 Metre Stone (Precast)
22
-
-
Boundary Pilar (with RCC M15 Grade using Jhama brick aggregate): 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 lettering but excluding painting as per drawing and Technical Specification Clause 1704.
110
-
-
Road side Pucca Drains
-
-
-
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.
-
-
-
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(i) in ordinary soil
845
-
-
Providing close bamboo toe walling consisting of 65 mm to 75 mm diameter bamboos driven 900 mm below ground and 900 mm above ground at 150 mm C/C and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting.
958
-
-
Retaining Wall
-
-
-
Excavation of Structures - A. Without dewatering
-
-
-
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.
In ordinary soil --Upto 3 m depth
571.11
-
-
Compacting Original Ground
-
-
-
Compaction of earth or local sand to 15 cm thick in foundation trench or plinth by ramming by manual means including watering levelling to correct grade and slope with carriage of materials if required upto 150 m. Complete as directed by the engineer- in- charge.
692.25
-
-
Laying brick soling single layer on prepared sub-grade as per Technical Specification Clause 412
692.25
-
-
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 ( using jhama brick aggregate )
(i) Nominal mix 1:3:6
69.26
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5
-Brick masorny in cement mortar 1:4 in case of brick pitching
588.37
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5-Brick masorny in cement mortar 1:4 in case of brick pitching (The face joints shall be racked to a minimum depth of 15mm by racking tools daily during the progress of work when the mortar is still green. the face of wall of thickness greater than 25cm shall be kept in proper plain. the face of the bricks shall be cleaned the very that day and all mortar dropping removed. the brickwork shall be ismantled. Scaffolding shall be sound and strong and holes left in masonry work for supporting the scaffolding shall be fills and made good.)
52.13
-
-
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.
1307
-
-
CD works
-
-
-
Hume Pipe (1000 mm Dia)
-
-
-
Excavation of Structures -
-
-
-
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
213.86
-
-
Plain Cement Concrete M10(1:3:6 nominal mix with jhama brick aggregate) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
10.33
-
-
Bedding for Pipe
-
-
-
Type A (Concrete Cradle) Laying concrete cradle bedding with M15 Grade
Cement Concrete (using jhama brick aggregate) as per Clause 1105(i)
12.64
-
-
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
142.88
-
-
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.
124.07
-
-
Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in single Row
-
-
-
Providing and Laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets Clause 1106.
(a) 1000 mm dia
40
-
-
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.)
28.41
-
-
Slab Culvert
-
-
-
With dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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. Ordinary Soil - Upto 3 m depth
248.07
-
-
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.
PCC Grade M-10 (using jhama brick aggregate) Nominal mix 1:3:6
32
-
-
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.
PCC Grade M-15 (using jhama brick aggregate)
Nominal mix 1:2.5:5
169.65
-
-
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.
PCC Grade M-15 Nominal mix 1:2.5:5
123.52
-
-
Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC Grade M-25 -For height upto 5 m
41.51
-
-
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
3.26
-
-
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
96
-
-
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.
271.3
-
-
Maintenance of Existing Slab Culvert
-
-
-
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
4
-
-
Maintainence of hume pipe type (EXISTING)
-
-
-
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
3
-
-
5 Year Routine Maintenance after Construction
-
-
-
1st Year Routine Maintenance
5.45
-
-
2nd Year Routine Maintenance
5.45
-
-
3rd Year Routine Maintenance
5.45
-
-
4th Year Routine Maintenance
5.45
-
-
5th Year Routine Maintenance
5.45
-
-
3. Jamjuri to Gangacherra Road (T02)/ Length - 7.825 km / (Package No-TR-06-07 P2) under Kakraban block
-
-
-
Clearing and grubbing road land
-
-
-
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification clause 201. By manual means (For non-thorny jungle)
1.95
-
-
Cutting of Trees
-
-
-
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.
-
-
-
Girth above 300 mm to 600 mm
125
-
-
Girth above 600 mm to 900 mm
93
-
-
Setting out
-
-
-
Setting Out (As per drawing enclosed in SoR-2019) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and 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
7.83
-
-
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
-
-
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.
27289.5
-
-
Removing all types of Hume pipes
-
-
-
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 .
-
-
-
(a) 600mm - 900mm dia Hume Pipe
20
-
-
(b) Above 900mm dia Hume Pipe
20
-
-
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
-
-
-
Scarifying Existing Granular Surface by manual means to a Depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.
5477.5
-
-
Excavation in soil with Dozer with lead upto 100 m.
-
-
-
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
813
-
-
Excavation in soil using Hydraulic Excavator and Trippers with disposal upto 1000 m.
-
-
-
Excavation for roadwork 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
813
-
-
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
-
-
-
For spreading within 100m
487.8
-
-
For spreading beyond 100m
1138.2
-
-
Construction of Subgrade and Earthen Shoulders
-
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
5254.2
-
-
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
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.
For Grading - II Material ( jhama brick aggregate )
633.13
-
-
Wet Mix Macadam [ WMM]
-
-
-
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.
4807.3
-
-
Prime coat
-
-
-
(i) Low Porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
29129.66
-
-
Tack coat
-
-
-
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
29283.41
-
-
20 mm thick Open-Graded Premix Carpet using Cold Mix Technology
-
-
-
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates by using Cold Mix Technology to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508.
By using Cold Mix Technology
29283.41
-
-
Seal Coat
-
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
A. By Manual Means
Case-IV: Type D (with fine sand)
Bitumen VG-30
29283.41
-
-
Road Safety
-
-
-
Rumble strips
-
-
-
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.
77.75
-
-
Guide Post
-
-
-
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
235
-
-
Semi Reflective Traffic Signs
-
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube 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 Clause 1701.2.2
-
-
-
a) with 600 mm equilateral triangle MS sheeting
56
-
-
b) with 600 mm circular MS sheeting
23
-
-
c) with 600 mm x 600 mm square MS sheeting
25
-
-
Semi Reflective Traffic Signs
Direction & Place Identification Sign upto 0.90 sqm Sign Board: Providing and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back 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.
32
-
-
Providing and Fixing "Logo" of PMGSY Project
-
-
-
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
-
-
Providing and Fixing “Citizen’s information Board”
-
-
-
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
3
-
-
Logo board/Logo Board at starting point
-
-
-
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.
2
-
-
Providing and fixing Maintenance board
-
-
-
Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
1
-
-
Kilometre Stone (with RCC M15 Grade using Jhama brick aggregate): Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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.
-
-
-
5th Kilometre Stone (precast)
1
-
-
Ordinary Kilometre Stone (Precast)
7
-
-
Construction of 200 Metre Stone (Precast)
32
-
-
Boundary Pilar (with RCC M15 Grade using Jhama brick aggregate): 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 lettering but excluding painting as per drawing and Technical Specification Clause 1704.
158
-
-
Road side Pucca Drains
-
-
-
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.
-
-
-
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(i) in ordinary soil
1766
-
-
Providing close bamboo toe walling consisting of 65 mm to 75 mm diameter bamboos driven 900 mm below ground and 900 mm above ground at 150 mm C/C and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting.
634
-
-
Retaining Wall
-
-
-
Excavation of Structures - A. Without dewatering
-
-
-
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.
In ordinary soil --Upto 3 m depth
1158.32
-
-
Compacting Original Ground
-
-
-
Compaction of earth or local sand to 15 cm thick in foundation trench or plinth by ramming by manual means including watering levelling to correct grade and slope with carriage of materials if required upto 150 m. Complete as directed by the engineer- in- charge.
1404
-
-
Laying brick soling single layer on prepared sub-grade as per Technical Specification Clause 412
1404
-
-
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 ( using jhama brick aggregate )
(i) Nominal mix 1:3:6
140.46
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5
-Brick masorny in cement mortar 1:4 in case of brick pitching
1193.31
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5-Brick masorny in cement mortar 1:4 in case of brick pitching (The face joints shall be racked to a minimum depth of 15mm by racking tools daily during the progress of work when the mortar is still green. the face of wall of thickness greater than 25cm shall be kept in proper plain. the face of the bricks shall be cleaned the very that day and all mortar dropping removed. the brickwork shall be ismantled. Scaffolding shall be sound and strong and holes left in masonry work for supporting the scaffolding shall be fills and made good.)
105.73
-
-
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.
2652
-
-
CD works
-
-
-
Hume Pipe (1000 mm Dia)
-
-
-
Excavation of Structures -
-
-
-
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
106.93
-
-
Plain Cement Concrete M10(1:3:6 nominal mix with jhama brick aggregate) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
5.17
-
-
Bedding for Pipe
-
-
-
Type A (Concrete Cradle) Laying concrete cradle bedding with M15 Grade
Cement Concrete (using jhama brick aggregate) as per Clause 1105(i)
6.32
-
-
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
71.44
-
-
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.
62.04
-
-
Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in single Row
-
-
-
Providing and Laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets Clause 1106.
(a) 1000 mm dia
20
-
-
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.)
14.21
-
-
Slab Culvert
-
-
-
With dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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. Ordinary Soil - Upto 3 m depth
578.82
-
-
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.
PCC Grade M-10 (using jhama brick aggregate) Nominal mix 1:3:6
74.66
-
-
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.
PCC Grade M-15 (using jhama brick aggregate)
Nominal mix 1:2.5:5
395.84
-
-
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.
PCC Grade M-15 Nominal mix 1:2.5:5
198.98
-
-
Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC Grade M-25 -For height upto 5 m
92.17
-
-
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
7.23
-
-
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
224
-
-
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.
514.57
-
-
Maintainence of hume pipe type (EXISTING)
-
-
-
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
-
-
5 Year Routine Maintenance after Construction
-
-
-
1st Year Routine Maintenance
7.83
-
-
2nd Year Routine Maintenance
7.83
-
-
3rd Year Routine Maintenance
7.83
-
-
4th Year Routine Maintenance
7.83
-
-
5th Year Routine Maintenance
7.83
-
-
4. Karbook - Silaichari (Nabajoy para) to Challagang (MRL10)/ Length - 10.400 km / (Package No-TR-06-06 P2) under Karbook block
-
-
-
Clearing and grubbing road land
-
-
-
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification clause 201. By manual means (For non-thorny jungle)
5.41
-
-
Cutting of Trees
-
-
-
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.
-
-
-
Girth above 300 mm to 600 mm
156
-
-
Girth above 600 mm to 900 mm
124
-
-
Setting out
-
-
-
Setting Out (As per drawing enclosed in SoR-2019) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and 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
10.4
-
-
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
-
-
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.
38617.5
-
-
Removing all types of Hume pipes
-
-
-
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 .
-
-
-
(a) 600mm - 900mm dia Hume Pipe
25
-
-
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
-
-
-
Scarifying Existing Granular Surface by manual means to a Depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.
7723.5
-
-
Excavation in soil with Dozer with lead upto 100 m.
-
-
-
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
25140.15
-
-
Excavation in soil using Hydraulic Excavator and Trippers with disposal upto 1000 m.
-
-
-
Excavation for roadwork 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
25140.15
-
-
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
-
-
-
For spreading within 100m
15084.09
-
-
For spreading beyond 100m
35196.21
-
-
Construction of Subgrade and Earthen Shoulders
-
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
10808.7
-
-
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
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.
For Grading - II Material ( jhama brick aggregate )
3590.95
-
-
Wet Mix Macadam [ WMM]
-
-
-
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.
8848.26
-
-
Prime coat
-
-
-
(i) Low Porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
56157.53
-
-
Tack coat
-
-
-
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
56740.53
-
-
20 mm thick Open-Graded Premix Carpet using Cold Mix Technology
-
-
-
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates by using Cold Mix Technology to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508.
By using Cold Mix Technology
56740.53
-
-
Seal Coat
-
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
A. By Manual Means
Case-IV: Type D (with fine sand)
Bitumen VG-30
56740.53
-
-
Road Safety
-
-
-
Rumble strips
-
-
-
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.
150.33
-
-
Guide Post
-
-
-
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
312
-
-
Semi Reflective Traffic Signs
-
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube 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 Clause 1701.2.2
-
-
-
a) with 600 mm equilateral triangle MS sheeting
75
-
-
b) with 600 mm circular MS sheeting
31
-
-
c) with 600 mm x 600 mm square MS sheeting
34
-
-
Semi Reflective Traffic Signs
Direction & Place Identification Sign upto 0.90 sqm Sign Board: Providing and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back 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.
43
-
-
Providing and Fixing "Logo" of PMGSY Project
-
-
-
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
-
-
Providing and Fixing “Citizen’s information Board”
-
-
-
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
4
-
-
Logo board/Logo Board at starting point
-
-
-
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.
2
-
-
Providing and fixing Maintenance board
-
-
-
Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
1
-
-
Kilometre Stone (with RCC M15 Grade using Jhama brick aggregate): Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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.
-
-
-
5th Kilometre Stone (precast)
2
-
-
Ordinary Kilometre Stone (Precast)
9
-
-
Construction of 200 Metre Stone (Precast)
42
-
-
Boundary Pilar (with RCC M15 Grade using Jhama brick aggregate): 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 lettering but excluding painting as per drawing and Technical Specification Clause 1704.
210
-
-
Road side Pucca Drains
-
-
-
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.
-
-
-
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(i) in ordinary soil
525
-
-
Providing close bamboo toe walling consisting of 65 mm to 75 mm diameter bamboos driven 900 mm below ground and 900 mm above ground at 150 mm C/C and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting.
315
-
-
Retaining Wall
-
-
-
Excavation of Structures - A. Without dewatering
-
-
-
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.
In ordinary soil --Upto 3 m depth
1100.4
-
-
Compacting Original Ground
-
-
-
Compaction of earth or local sand to 15 cm thick in foundation trench or plinth by ramming by manual means including watering levelling to correct grade and slope with carriage of materials if required upto 150 m. Complete as directed by the engineer- in- charge.
1333.8
-
-
Laying brick soling single layer on prepared sub-grade as per Technical Specification Clause 412
1333.8
-
-
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 ( using jhama brick aggregate )
(i) Nominal mix 1:3:6
133.44
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5
-Brick masorny in cement mortar 1:4 in case of brick pitching
1133.64
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5-Brick masorny in cement mortar 1:4 in case of brick pitching (The face joints shall be racked to a minimum depth of 15mm by racking tools daily during the progress of work when the mortar is still green. the face of wall of thickness greater than 25cm shall be kept in proper plain. the face of the bricks shall be cleaned the very that day and all mortar dropping removed. the brickwork shall be ismantled. Scaffolding shall be sound and strong and holes left in masonry work for supporting the scaffolding shall be fills and made good.)
100.44
-
-
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.
2520
-
-
CD works
-
-
-
Hume Pipe (1000 mm Dia)
-
-
-
Excavation of Structures -
-
-
-
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
160.4
-
-
Plain Cement Concrete M10(1:3:6 nominal mix with jhama brick aggregate) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
7.75
-
-
Bedding for Pipe
-
-
-
Type A (Concrete Cradle) Laying concrete cradle bedding with M15 Grade
Cement Concrete (using jhama brick aggregate) as per Clause 1105(i)
9.48
-
-
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
107.16
-
-
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.
93.05
-
-
Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in single Row
-
-
-
Providing and Laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets Clause 1106.
(a) 1000 mm dia
30
-
-
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.)
21.31
-
-
Slab Culvert
-
-
-
With dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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. Ordinary Soil - Upto 3 m depth
216.07
-
-
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.
PCC Grade M-10 (using jhama brick aggregate) Nominal mix 1:3:6
27.67
-
-
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.
PCC Grade M-15 (using jhama brick aggregate)
Nominal mix 1:2.5:5
148.21
-
-
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.
PCC Grade M-15 Nominal mix 1:2.5:5
85.72
-
-
Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC Grade M-25 -For height upto 5 m
35.16
-
-
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
2.76
-
-
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
64
-
-
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.
155.85
-
-
Maintainence of hume pipe type (EXISTING)
-
-
-
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
8
-
-
5 Year Routine Maintenance after Construction
-
-
-
1st Year Routine Maintenance
10.4
-
-
2nd Year Routine Maintenance
10.4
-
-
3rd Year Routine Maintenance
10.4
-
-
4th Year Routine Maintenance
10.4
-
-
5th Year Routine Maintenance
10.4
-
-
5. Gamaria Dhaukhati PMGSY Road to Udaipur Amarpur via Lovstory (T21)/ Length - 8.215 km / (Package No-TR-06-03 P2) under Matabari block
-
-
-
Clearing and grubbing road land
-
-
-
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification clause 201. By manual means (For non-thorny jungle)
2.43
-
-
Cutting of Trees
-
-
-
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.
-
-
-
Girth above 300 mm to 600 mm
98
-
-
Girth above 600 mm to 900 mm
65
-
-
Setting out
-
-
-
Setting Out (As per drawing enclosed in SoR-2019) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and 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
8.22
-
-
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
-
-
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.
14634
-
-
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
-
-
-
Scarifying Existing Granular Surface by manual means to a Depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.
4929
-
-
Excavation in soil with Dozer with lead upto 100 m.
-
-
-
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
1780
-
-
Excavation in soil using Hydraulic Excavator and Trippers with disposal upto 1000 m.
-
-
-
Excavation for roadwork 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
1780
-
-
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
-
-
-
For spreading within 100m
1068
-
-
For spreading beyond 100m
2492
-
-
Construction of Embankment with Material Obtained from Borrow Pits
-
-
-
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
13179.93
-
-
Construction of Subgrade and Earthen Shoulders
-
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1
5460.08
-
-
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
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.
For Grading - II Material ( jhama brick aggregate )
2516.31
-
-
Wet Mix Macadam [ WMM]
-
-
-
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.
4493.75
-
-
Prime coat
-
-
-
(i) Low Porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
29958.32
-
-
Tack coat
-
-
-
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
30430.82
-
-
20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
-
-
-
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508.
Case-I By Manual Means-
Bitumen VG-30
30430.82
-
-
Seal Coat
-
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
A. By Manual Means
Case-IV: Type D (with fine sand)
Bitumen VG-30
30430.82
-
-
Road Safety
-
-
-
Rumble strips
-
-
-
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.
81.29
-
-
Guide Post
-
-
-
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
246
-
-
Semi Reflective Traffic Signs
-
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube 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 Clause 1701.2.2
-
-
-
a) with 600 mm equilateral triangle MS sheeting
59
-
-
b) with 600 mm circular MS sheeting
25
-
-
c) with 600 mm x 600 mm square MS sheeting
27
-
-
Semi Reflective Traffic Signs
Direction & Place Identification Sign upto 0.90 sqm Sign Board: Providing and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back 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.
34
-
-
Providing and Fixing "Logo" of PMGSY Project
-
-
-
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
-
-
Providing and Fixing “Citizen’s information Board”
-
-
-
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
3
-
-
Logo board/Logo Board at starting point
-
-
-
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.
2
-
-
Providing and fixing Maintenance board
-
-
-
Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
1
-
-
Kilometre Stone (with RCC M15 Grade using Jhama brick aggregate): Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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.
-
-
-
5th Kilometre Stone (precast)
1
-
-
Ordinary Kilometre Stone (Precast)
8
-
-
Construction of 200 Metre Stone (Precast)
33
-
-
Boundary Pilar (with RCC M15 Grade using Jhama brick aggregate): 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 lettering but excluding painting as per drawing and Technical Specification Clause 1704.
166
-
-
Road side Pucca Drains
-
-
-
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.
-
-
-
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(i) in ordinary soil
1750
-
-
Providing close bamboo toe walling consisting of 65 mm to 75 mm diameter bamboos driven 900 mm below ground and 900 mm above ground at 150 mm C/C and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting.
1360
-
-
Retaining Wall
-
-
-
Excavation of Structures - A. Without dewatering
-
-
-
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.
In ordinary soil --Upto 3 m depth
353.93
-
-
Compacting Original Ground
-
-
-
Compaction of earth or local sand to 15 cm thick in foundation trench or plinth by ramming by manual means including watering levelling to correct grade and slope with carriage of materials if required upto 150 m. Complete as directed by the engineer- in- charge.
429
-
-
Laying brick soling single layer on prepared sub-grade as per Technical Specification Clause 412
429
-
-
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 ( using jhama brick aggregate )
(i) Nominal mix 1:3:6
42.92
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5
-Brick masorny in cement mortar 1:4 in case of brick pitching
364.62
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5-Brick masorny in cement mortar 1:4 in case of brick pitching (The face joints shall be racked to a minimum depth of 15mm by racking tools daily during the progress of work when the mortar is still green. the face of wall of thickness greater than 25cm shall be kept in proper plain. the face of the bricks shall be cleaned the very that day and all mortar dropping removed. the brickwork shall be ismantled. Scaffolding shall be sound and strong and holes left in masonry work for supporting the scaffolding shall be fills and made good.)
32.31
-
-
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.
810
-
-
CD works
-
-
-
Hume Pipe (1000 mm Dia)
-
-
-
Excavation of Structures -
-
-
-
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
374.26
-
-
Plain Cement Concrete M10(1:3:6 nominal mix with jhama brick aggregate) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
18.08
-
-
Bedding for Pipe
-
-
-
Type A (Concrete Cradle) Laying concrete cradle bedding with M15 Grade
Cement Concrete (using jhama brick aggregate) as per Clause 1105(i)
22.11
-
-
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
250.05
-
-
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.
217.13
-
-
Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in single Row
-
-
-
Providing and Laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets Clause 1106.
(a) 1000 mm dia
70
-
-
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.)
49.72
-
-
Slab Culvert
-
-
-
With dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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. Ordinary Soil - Upto 3 m depth
165.38
-
-
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.
PCC Grade M-10 (using jhama brick aggregate) Nominal mix 1:3:6
21.33
-
-
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.
PCC Grade M-15 (using jhama brick aggregate)
Nominal mix 1:2.5:5
113.1
-
-
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.
PCC Grade M-15 Nominal mix 1:2.5:5
84.8
-
-
Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC Grade M-25 -For height upto 5 m
27.67
-
-
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
2.17
-
-
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
64
-
-
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.
184.52
-
-
Maintenance of Existing Slab Culvert
-
-
-
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
4
-
-
Maintainence of hume pipe type (EXISTING)
-
-
-
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
7
-
-
5 Year Routine Maintenance after Construction
-
-
-
1st Year Routine Maintenance
8.22
-
-
2nd Year Routine Maintenance
8.22
-
-
3rd Year Routine Maintenance
8.22
-
-
4th Year Routine Maintenance
8.22
-
-
5th Year Routine Maintenance
8.22
-
-
6. Mailak to Gatiram Para via Bivarampara, Burburia and Gamako (T21)/ Length - 9.060 km /(Package No-TR-06-08 P2) under Amarpur block
-
-
-
Clearing and grubbing road land
-
-
-
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification clause 201. By manual means (For non-thorny jungle)
2.69
-
-
Cutting of Trees
-
-
-
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.
-
-
-
Girth above 300 mm to 600 mm
63
-
-
Girth above 600 mm to 900 mm
45
-
-
Setting out
-
-
-
Setting Out (As per drawing enclosed in SoR-2019) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and 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
9.06
-
-
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
-
-
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.
26908.5
-
-
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means
-
-
-
Scarifying Existing Granular Surface by manual means to a Depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.
5436
-
-
Excavation in soil with Dozer with lead upto 100 m.
-
-
-
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
11422.5
-
-
Excavation in soil using Hydraulic Excavator and Trippers with disposal upto 1000 m.
-
-
-
Excavation for roadwork 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
11422.5
-
-
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
-
-
-
For spreading within 100m
6853.5
-
-
For spreading beyond 100m
15991.5
-
-
Construction of Embankment with Material Obtained from Borrow Pits
-
-
-
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
5465
-
-
Surface Water Proofing with organosilane Nano technology
-
-
-
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 (Terrasil) : 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.
58206.38
-
-
Bases with organosilane Nano technology (Non-Bituminous)
-
-
-
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.
4028.99
-
-
Bases with organosilane Nano technology (Stabilized Sub-base-Existing section)
-
-
-
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. [fresh Jhama brick aggregates and aggregates available from existing WBM surface]
4073.85
-
-
Prime Coat with organosilane nanotechnology
-
-
-
(i) Low Porosity
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.
33134.37
-
-
Tack Coat with organosilane nanotechnology
-
-
-
Providing and applying tack coat with organosilane nanotechnology and cationic bitumen emulsion (CRS-1) and with water (1000 ppm TDS) ( in the ratio of 1.00 kg organosilane nanotechnology : 100.00 kg cationic bitumen emulsion (CRS-1) : 200 litre water) by spraying solution at the rate of 1.00 litre/sqm using mechanical means on the prepared granular surface treated with primer including cleaning of road surface as per Technical Specification approved by TRRDA.
33698.12
-
-
20 mm thick Open-Graded Premix Carpet using Bituminous (Bitumen VG-30) Binder with organosilane nanotechnology
-
-
-
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen (Bitumen VG-30 mixed with 0.1% organosilane nanotechnology Zycotherm by weight of bituminous binder) to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
By Mechanical Means
33698.12
-
-
Seal Coat with organosilane nanotechnology
-
-
-
Providing and laying seal coat using bitumen (Bitumen VG-30 mixed with 0.1% organosilane nanotechnology Zycotherm by weight of bituminous binder) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
A. By Manual Means
Case-IV: Type D (with fine sand)
33698.12
-
-
Road Safety
-
-
-
Rumble strips
-
-
-
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.
139.96
-
-
Guide Post
-
-
-
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
245
-
-
Semi Reflective Traffic Signs
-
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG sheet tube 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 Clause 1701.2.2
-
-
-
a) with 600 mm equilateral triangle MS sheeting
63
-
-
b) with 600 mm circular MS sheeting
27
-
-
c) with 600 mm x 600 mm square MS sheeting
27
-
-
Semi Reflective Traffic Signs
Direction & Place Identification Sign upto 0.90 sqm Sign Board: Providing and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back 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.
36
-
-
Providing and Fixing "Logo" of PMGSY Project
-
-
-
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
-
-
Providing and Fixing “Citizen’s information Board”
-
-
-
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
3
-
-
Logo board/Logo Board at starting point
-
-
-
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.
2
-
-
Providing and fixing Maintenance board
-
-
-
Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
1
-
-
Kilometre Stone (with RCC M15 Grade using Jhama brick aggregate): Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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.
-
-
-
5th Kilometre Stone (precast)
1
-
-
Ordinary Kilometre Stone (Precast)
9
-
-
Construction of 200 Metre Stone (Precast)
36
-
-
Boundary Pilar (with RCC M15 Grade using Jhama brick aggregate): 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 lettering but excluding painting as per drawing and Technical Specification Clause 1704.
182
-
-
Road side Pucca Drains
-
-
-
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.
-
-
-
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(i) in ordinary soil
1437
-
-
Providing close bamboo toe walling consisting of 65 mm to 75 mm diameter bamboos driven 900 mm below ground and 900 mm above ground at 150 mm C/C and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting.
441
-
-
Retaining Wall
-
-
-
Excavation of Structures - A. Without dewatering
-
-
-
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.
In ordinary soil --Upto 3 m depth
1769.65
-
-
Compacting Original Ground
-
-
-
Compaction of earth or local sand to 15 cm thick in foundation trench or plinth by ramming by manual means including watering levelling to correct grade and slope with carriage of materials if required upto 150 m. Complete as directed by the engineer- in- charge.
2145
-
-
Laying brick soling single layer on prepared sub-grade as per Technical Specification Clause 412
2145
-
-
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 ( using jhama brick aggregate )
(i) Nominal mix 1:3:6
214.6
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5
-Brick masorny in cement mortar 1:4 in case of brick pitching
1823.11
-
-
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5-Brick masorny in cement mortar 1:4 in case of brick pitching (The face joints shall be racked to a minimum depth of 15mm by racking tools daily during the progress of work when the mortar is still green. the face of wall of thickness greater than 25cm shall be kept in proper plain. the face of the bricks shall be cleaned the very that day and all mortar dropping removed. the brickwork shall be ismantled. Scaffolding shall be sound and strong and holes left in masonry work for supporting the scaffolding shall be fills and made good.)
161.53
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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.
4052
-
-
CD works
-
-
-
Hume Pipe (1000 mm Dia)
-
-
-
Excavation of Structures -
-
-
-
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
53.47
-
-
Plain Cement Concrete M10(1:3:6 nominal mix with jhama brick aggregate) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
2.58
-
-
Bedding for Pipe
-
-
-
Type A (Concrete Cradle) Laying concrete cradle bedding with M15 Grade
Cement Concrete (using jhama brick aggregate) as per Clause 1105(i)
3.16
-
-
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
35.72
-
-
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.
31.02
-
-
Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in single Row
-
-
-
Providing and Laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets Clause 1106.
(a) 1000 mm dia
10
-
-
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.)
7.1
-
-
Slab Culvert
-
-
-
With dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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. Ordinary Soil - Upto 3 m depth
756.23
-
-
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.
PCC Grade M-10 (using jhama brick aggregate) Nominal mix 1:3:6
96.84
-
-
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.
PCC Grade M-15 (using jhama brick aggregate)
Nominal mix 1:2.5:5
518.74
-
-
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.
PCC Grade M-15 Nominal mix 1:2.5:5
229.16
-
-
Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC Grade M-25 -For height upto 5 m
109.3
-
-
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
8.58
-
-
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
224
-
-
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.
482.63
-
-
Maintenance of Existing Slab Culvert
-
-
-
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
11
-
-
Maintainence of hume pipe type (EXISTING)
-
-
-
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
-
-
5 Year Routine Maintenance after Construction
-
-
-
1st Year Routine Maintenance
9.06
-
-
2nd Year Routine Maintenance
9.06
-
-
3rd Year Routine Maintenance
9.06
-
-
4th Year Routine Maintenance
9.06
-
-
5th Year Routine Maintenance
9.06
-
-
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