Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Mar 2025
Closing Date17 Apr 2025
Tender Amount₹ 35,92,65,000
Costs
EMD
₹ 71,85,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDTR_792702_1Tender No
26/EO/PMGSY-III (FDR)/TRRDA/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
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Dismantling Of Structures
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means
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i) Plain Cement concrete and Cement concrete blocks
805
618
497732
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ii) Reinforced Cement concrete including cutting steel bars and seperating and removing etc
165
1148
189486
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Removing all types of Hume pipes and stacking within a lead of 1000 m including
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i) Upto 600mm dia Hume pipe
100
313
31340
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ii) Upto 600mm-900mm dia Hume pipe
162.5
423
68738
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iii) Above 900mm dia Hume pipe
240
724
173856
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Construction of Embankment / Shoulder with Materials obtained from Borrow pits.
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-
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Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
52297.5
219
11474072
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Construction of Subgrade and Earthen Shoulders
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-
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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.
15702.51
199
3134221
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Stabilised Base with FDR
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-
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Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 4 - 6% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipment's to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
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Total Quantity
28829.8
3828
110360474
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Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
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-
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(A) By Mix in Place Method
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Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
2416.05
6325
15282700
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Prime coat
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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
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Total Quantity
132004.58
47
6296618
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Tack coat
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(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
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-
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Total Quantity
132004.58
16
2122634
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Mix Seal Surfacing
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-
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Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller , finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means
Type-B Bitumen VG-30
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Total Quantity
132004.58
346
45686785
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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
892.32
482
430187
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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.
1304.16
8690
11333685
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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.
1144
328
375918
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Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
102.96
972
100129
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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.
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(a) In Ordinary Soil
5329
3276
17458710
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BOX CULVERT
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
i) in ordinary soil
222.84
521
116189
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
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-
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i)Nominal mix (1:2.5:5) Box culvert, Return Wall , Cut off Wall
71.49
8867
633943
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
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-
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. ii) Brick masonry in 1:4 cement mortar (Return Wall)
8.57
9151
78425
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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
2.02
9533
19257
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Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
0.39
115
45
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Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1201
0.68
92115
62639
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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
5.78
11910
68840
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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 Mix-
For height upto 5 m
3
12887
38663
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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
5.4
1301
7029
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Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
(@ 100 kg/cum of RCC)
16.02
93837
1503271
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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.
56
328
18402
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Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
11.13
2795
31112
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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
7.64
4439
33917
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Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
6
1548
9293
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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
0.84
371
312
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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
11.2
55
622
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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.
4351.55
283
1234100
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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 Nominal mix 1:3:6
189.63
6490
1230725
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Laying (Type A) concrete cradle bedding with Laying concrete cradle bedding with M15 Grade Cement Concrete( with jhama brick aggregate) as per Clause 1105(i)
475.79
6625
3152109
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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
1850.03
7840
14505234
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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.
4875.5
160
783005
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Providing and laying reiforcemented cement concrete Pipe NP-3 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cement morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD.
905
11071
10019382
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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.)
709.59
6747
4787675
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Providing Skin reinforcement
24.79
389
9649
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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
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-
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RCC Grade M-25 Mix-For height upto 5 m
118.04
12887
1521277
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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.
370.62
225
83742
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Neat Cement Punning on cement plaster surface including cost of cement, labour, curing and all other incidental charges.
114.76
39
4503
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
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-
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PCC Grade M-15 Nominal 1:2.5:5
66.75
8867
591911
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Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
15.02
93837
1409434
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Wearing coarse M30
6.14
18731
115010
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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
20
254
5096
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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. - Upto 3 m depth in Ordinary Soil.
457.85
306
140423
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Neat Cement Punning on cement plaster surface including cost of cement, labour, curing and all other incidental charges.
81.3
9938
807996
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I) Maintenanace of Culvert
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-
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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.
79
3034
239702
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ii)Maintenance of Culvert slab type
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-
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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.
15
5512
82680
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PMGSY Informatory Sign Board with Logo
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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 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.
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-
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(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
12646
50587
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Providing and fixing 'Logo' of PMGSY Project
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-
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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
8
12646
101174
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Providing and fixing "Citizen's Information Board" for PMGSY Project
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-
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
8
16894
135153
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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
12646
12647
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Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) :
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-
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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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-
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i) 5th Kilometre Stone (Precast) : Construction wing will add cost of 0.392 cum M-15 Cement Concrete and 3.68 Kg of Steel reinforcement for each post
6
5614
33685
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ii) Ordinary Kilometre Stone (Precast) : Construction wing will add cost of 0.269 cum M-15 Cement Concrete and 1.88 Kg of Steel reinforcement
29
3507
101721
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iii) 200 Metre Stone (Precast) :
Construction wing will add cost of 0.048 cum M-15 Cement Concrete and 2.00 Kg of Steel reinforcement
139
905
125888
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Boundary Pillar : Supplying, fitting and fixing boundary pillar as per type design IRC:25 with cement concrete 1:2:4 with stone chips including cost of providing 2 nos. of 6mm dia M.S. rods of length 1.84m in the form of inverted U-shape as main reinforcements placed crosswise to each uther and 5nos. of round shaped 6mm dia M.S. rods used as binder, the placing of 1st binder should be at 75mm below the top finished suface and the other 4 nos. of binders should be placed at 1.85mm c/c and to be 90cm long with 20cm dia at the base tapering to 15cm dia at the top with head properly round and sunk inscriptions (as directed) at the side with 60cm embedment into the ground after making hole in the ground of size 50cmx50cmx75cm and repacking the hole properly with cement concrete 1:4:8 with stone chips anf finishing the exposed portion of 30cm length with white wash & painting the inscriptio as directed including the carriage of the post to the site with loading & unloading etc. complete in all respect as per drawing and Technical Specification Clause 1704 of Specification for Rural Roads (1st Revision).
Construction wing will add cost of 0.022 cum M-15 Cement Concrete and 1.40 Kg of Steel reinforcement
696
834
580624
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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.
367.56
90
33374
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Guide Post
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-
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Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade 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
521
555
289629
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Traffic Signs ( using jhama brick aggregate in CC/ PCC )
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-
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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.
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-
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ii) with 600 mm equilateral triangle MS sheeting
1545
2733
4222485
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iii) with 600 mm circular MS sheeting
895
2846
2547528
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vi) with 600 mm x 600 mm square MS sheeting
749
2915
2183410
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Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)
-
-
-
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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
4547
181892
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
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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
5085.7
158
805066
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Road Markers/Road Stud with Lens Reflector:
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
1271
296
376597
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Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
5085.7
731
3717647
... More
Maintenance
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-
... More
Total for 1st year maintenance (including 18% GST)
34.73
56355
1956984
... More
Total for 2nd year maintenance (including 18% GST)
34.73
56787
1971985
... More
Total for 3rd year maintenance (including 18% GST)
34.73
155675
5405970
... More
Total for 4th year maintenance (including 18% GST)
34.73
187582
6513973
... More
Total for 5th year maintenance (including 18% GST)
34.73
224269
7787965
... More
● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
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335627742
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