Public Works Department Tender
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Costs
EMD
₹ 28,30,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Upgradation Of Road From Mrl 07 Kirtaniabari Bazar To Urmai Road Via Garurbandh High School
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PWDTR_763105_1Tender No
DNIT14/EO/PMGSY-III/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/pwd/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Dismantling of Structures
-
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202.
(II) By Mechanical Means
-
-
-
Cement Concrete
152.12
94056
618.3
Reinforced Cement Concrete
84.52
97063
1148.4
Cutting of Trees, including Cutting of Trunks , Branches and Removal of Stumps
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.
-
-
-
Girth above 300 mm to 600 mm
32
12246
382.7
Girth above 600 mm to 900 mm
21
12718
605.6
Setting Out
-
-
-
Setting Out (As per drawing enclosed) 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
9.14
546479
59789.8
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.
-
-
-
iii) Above 900mm dia Hume pipe
27.5
19921
724.4
(ii) 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
5908.55
395873
67
(iii) Excavation in Soil using Hydraulic Excavator and Tippers 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
5908.55
214480
36.3
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. For Upto 3m
16386.3
140922
8.6
404.3.1 Making 50 mm x 50 mm Furrows
-
-
-
Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1
ii) 50 mm deep furrow cutting
For Upto 3m
16386.3
190081
11.6
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
-
-
-
A. For spreading beyond 100 m
3545.13
236815
66.8
B. For spreading within 100 m
8271.96
402844
48.7
Construction of Subgrade and Earthen Shoulders
-
-
-
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
5118.75
1021703
199.6
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.
575.4
3449178
5994.4
Wet Mix Macadam
-
-
-
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.
1772.99
13204343
7447.5
Prime coat
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
34810.13
1643038
47.2
Tack coat
(ii) 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
34810.13
556962
16
Mix Seal Surfacing processed waste plastic
-
-
-
Providing , Laying and rolling of close graded premix surfacing material 25 mm thicness composed of 11.2 mm to0.9 mm (Type-A) or 13.2 mm to 0.9 mm (type-B) aggregates using bitumen (Bitumen VG-30) with processed waste plastic after shredding ( to the size passing 2.36 mm sieve and retained of 600 mm sieve ) @ 8% by weight of Bituminous binder in hot aggregated ( dry process) to required line, geade and level to serve as wearing course in a previously prepared base including mixing in a suitable plant , laying and rolling witrh three wheel 80-100kN static roller finishing to required level and grades as per Teachnical specification clause 509 and IRC : SP 98-2013
By Mechanical Means Type-B
34810.12
16141453
463.7
Brick Masonry Retaining-Wall(Height-2meter)
-
-
-
Excavation for Structures
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.
upto 3m depth
1170
564057
482.1
P.C.C grade M 15 ( using jhama brick aggregate )
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.
1710
14747981
8624.55
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.
1323
434738
328.6
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
135
250655
1856.7
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 600 mm
(a) In Ordinary Soil
44
138134
3139.4
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.
i) in ordinary soil
105.92
51064
482.1
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhaCut off Wall
2.52
21734
8624.55
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
-
-
-
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. ii) Brick masonry in 1:4 cement mortar (Return Wall)
17.13
150915
8810
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 ii) In 1:4 cement mortar
4.04
37137
9192.3
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
0.79
75
95.1
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1201
1.36
124568
91593.9
II) R.C.C grade M 25 (Design Mix) Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. VI)R.C.C grade M-25 i)upto 5 m height
11.56
132301
11444.7
Providing & laying reinforced cement concrete (using fine sand & stone aggregate) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5 RCC Grade M-25 Mix-
For height upto 5 m
6
74533
12422.2
Providing PCC M 20 (with jhama brick aggregate) architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & technical specification Clauses 615, 710 & 1204.3.11
10.8
6474
599.4
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
0.6
55989
93315.3
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards outward face complete as per drawing and technical specification Clauses 614, 709, 1206.3 of Specification for rural Roads including curing complete.
72
23659
328.6
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
22.26
51265
2303
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
15.29
59278
3876.9
Providing bituminous wearing coat comprising of 20 mm thick premix carpet with seal coat Type D (with fine sand ) for culverts as per drawing & technical specifications Clauses 1206.2 and 500
22.4
7211
321.9
Minor Bridges
-
-
-
Earthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 including setting out,removing,spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches,levelling,dressing and ramming the bottom and backfilling with approved material complete as per direction of the Engineer-in-charge.
-
-
-
(I) Ordinary Soil (a) Upto 3 m depth
472.13
227614
482.1
Providing plain/reinforced cement concrete in open foundation complete including form work as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
PCC Grade M-10 Nominal 1:3:6
29.03
239757
8258.95
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 Nominal mix 1:2.5:5
66.75
575689
8624.55
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-20 Nominal 1:2:4
78.39
718750
9168.9
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 M20 (1:2:4 Nominal mix) i) upto 5m height
156.81
1520728
9697.9
Providing and laying reinforced cement concrete in superstructure as per drawings as per drawing and technical specifications Clauses 800, 900,1205.4 &1205.5
-
-
-
RCC Grade M-25 Design Mix
87.28
1084210
12422.2
Supplying,fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
13.01
1214032
93315.3
Providing and laying cement concrete (using fine sand & stone aggregate) wearing course M30 grade including reinforcement complete as per drawings & technical specifications clauses 800,900 & 1206.3
1.58
28391
17968.9
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards outward face complete as per drawing and technical specification Clauses 614, 709, 1206.3 of Specification for rural Roads including curing complete.
40
13144
328.6
15 mm thick Plastering as per approval of the Engineer in charge with cement mortar (1:4) with medium sand conforming to proper grading zone and cement mixed preferably in mechanical mixer operated manually or by power on brickwork, including wetted the surface of brickwork before starting the plastering work and including the cost of curing with water complete as per
561.6
122597
218.3
I) Maintenanace of Hume pipe type(EXISTING)
-
-
-
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 of Specification for Rural Roads including cost of cement, sand, brick, boulders etc. as required and as per direction complete.
12
18162
1513.5
ii)Maintenance of Culvert slab type
-
-
-
Maintenance of slab type culvert by way of clearing, cleaning, erosion,repairs to cracks, parapet walls and protection works. Removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909 of Specification for Rural Roads including cost of all materials viz. cement, sand, bricks, boulders etc. as required and as per direction complete.
5
15340
3067.9
PMGSY Informatory Sign Board with Logo
-
-
-
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 of 75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750 mm 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.
-
-
-
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
49670
12417.6
Providing and fixing 'Logo' of PMGSY Project
-
-
-
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 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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
Using 0.252 cum M-15 Cement Concrete
3
37253
12417.6
Providing and fixing "Citizen's Information Board" for PMGSY Project
-
-
-
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
3
49388
16462.7
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.
-
-
-
i) 5th Kilometre Stone (Precast) :
1
5337
5337.1
ii) Ordinary Kilometre Stone (Precast) :
9
29858
3317.5
iii) 200 Metre Stone (Precast) :
36
31356
871
Boundary Pillar : 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
184
150530
818.1
Providing and fixing typical "Maintenance Information 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
12418
12417.6
Guard Post
Construction of RCC guide post 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, trrue 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
20
10024
501.2
Traffic Signs ( using jhama brick aggregate in CC/ PCC )
-
-
-
Retero 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 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing Clause 1701.2.2.
-
-
-
ii) with 600 mm equilateral triangle MS sheeting
70
184660
2638
iii) with 600 mm circular MS sheeting
115
316411
2751.4
vi) with 600 mm x 600 mm square MS sheeting
103
290470
2820.1
Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)
-
-
-
Retero-Reflective Traffic signs : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads.
34
132770
3905
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1820
288106
158.3
Road Markers/Road Stud with Lens Reflector:
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
292
86520
296.3
Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
910
665210
731
Maintenance
-
-
-
Total for 1st year maintenance (including 18% GST)
9.14
361746
39600
Total for 2nd year maintenance (including 18% GST)
9.14
428943
46956
Total for 3rd year maintenance (including 18% GST)
9.14
1278900
140000
Total for 4th year maintenance (including 18% GST)
9.14
1644300
180000
Total for 5th year maintenance (including 18% GST)
9.14
1918350
210000
1. Kalapania to Kamtangalli, Block-Mohanbog. (length-6.24 km).
-
-
-
Clearing and grubbing
-
-
-
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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.
1.39
45686
32867.9
Cutting of Trees, including Cutting of Trunks , Branches and Removal of Stumps
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.
-
-
-
Girth above 300 mm to 600 mm
50
19135
382.7
Girth above 600 mm to 900 mm
60
36336
605.6
Setting Out
-
-
-
Setting Out (As per drawing enclosed) 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
6.24
373088
59789.8
(ii) 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
10000
670000
67
(iii) Excavation in Soil using Hydraulic Excavator and Tippers 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
10000
363000
36.3
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. For Upto 3m
11636.25
100072
8.6
404.3.1 Making 50 mm x 50 mm Furrows
-
-
-
Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1
ii) 50 mm deep furrow cutting
For Upto 3m
11636.25
134981
11.6
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
-
-
-
A. For spreading beyond 100 m
15384.9
1027711
66.8
B. For spreading within 100 m
35898.1
1748237
48.7
Construction of Embankment / Shoulder with Materials 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
53544.48
10687478
199.6
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.
233.04
1396935
5994.4
Wet Mix Macadam
-
-
-
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.
2079.34
15485885
7447.5
Prime coat
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
23740.5
1120552
47.2
Tack coat
(ii) Providing and applying tack coat with bitumen Tack coatemulsion (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
23740.5
379848
16
Mix Seal Surfacing processed waste plastic
-
-
-
Providing , Laying and rolling of close graded premix surfacing material 25 mm thicness composed of 11.2 mm to0.9 mm (Type-A) or 13.2 mm to 0.9 mm (type-B) aggregates using bitumen (Bitumen VG-30) with processed waste plastic after shredding ( to the size passing 2.36 mm sieve and retained of 600 mm sieve ) @ 8% by weight of Bituminous binder in hot aggregated ( dry process) to required line, geade and level to serve as wearing course in a previously prepared base including mixing in a suitable plant , laying and rolling witrh three wheel 80-100kN static roller finishing to required level and grades as per Teachnical specification clause 509 and IRC : SP 98-2013
By Mechanical Means Type-B
23740.5
11008470
463.7
Brick Masonry Retaining-Wall(Height-2meter)
-
-
-
Excavation for Structures
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.
upto 3m depth
156
75208
482.1
P.C.C grade M 15 ( using jhama brick aggregate )
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.
228
1966397
8624.55
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.
200
65720
328.6
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
18
33421
1856.7
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 600 mm
(a) In Ordinary Soil
180
565092
3139.4
ii)Maintenance of Culvert slab type
-
-
-
Maintenance of slab type culvert by way of clearing, cleaning, erosion,repairs to cracks, parapet walls and protection works. Removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909 of Specification for Rural Roads including cost of all materials viz. cement, sand, bricks, boulders etc. as required and as per direction complete.
9
27611
3067.9
PMGSY Informatory Sign Board with Logo
-
-
-
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 of 75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750 mm 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.
-
-
-
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
49670
12417.6
Providing and fixing 'Logo' of PMGSY Project
-
-
-
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 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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
37253
12417.6
Providing and fixing "Citizen's Information Board" for PMGSY Project
-
-
-
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
3
49388
16462.7
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.
-
-
-
i) 5th Kilometre Stone (Precast) :
1
5337
5337.1
ii) Ordinary Kilometre Stone (Precast) :
6
19905
3317.5
iii) 200 Metre Stone (Precast) :
25
21775
871
Boundary Pillar : 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
126
103081
818.1
Providing and fixing typical "Maintenance Information 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
12418
12417.6
Guard Post
Construction of RCC guide post 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, trrue 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
20
10024
501.2
Traffic Signs ( using jhama brick aggregate in CC/ PCC )
-
-
-
Retero 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 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing Clause 1701.2.2.
-
-
-
ii) with 600 mm equilateral triangle MS sheeting
65
171470
2638
iii) with 600 mm circular MS sheeting
90
247626
2751.4
vi) with 600 mm x 600 mm square MS sheeting
101
284830
2820.1
Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)
-
-
-
Retero-Reflective Traffic signs : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads.
40
156200
3905
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1241.2
196482
158.3
Road Markers/Road Stud with Lens Reflector:
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
310
91853
296.3
Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1241.2
907317
731
Maintenance
-
-
-
Total for 1st year maintenance (including 18% GST)
6.24
247104
39600
Total for 2nd year maintenance (including 18% GST)
6.24
293005
46956
Total for 3rd year maintenance (including 18% GST)
6.24
848640
136000
Total for 4th year maintenance (including 18% GST)
6.24
1060800
170000
Total for 5th year maintenance (including 18% GST)
6.24
1310400
210000
● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
-
133573029
-
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