Public Works Department Tender
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Costs
EMD
₹ 85,65,000Document Cost
₹ 10,000Tender Fee
Refer Documents
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
2025_PWDTR_792692_1Tender No
23/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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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.
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-
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Girth above 300 mm to 600 mm
73
382
27937
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Girth above 600 mm to 900 mm
68
605
41181
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specifications for Rural Roads (1st Revision).
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-
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ii) 600mm - 900mm dia Hume pipe
25
423
10575
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ii) Above 900mm dia Hume pipe
15
724
10866
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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.
2880.26
199
574900
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Setting Out
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-
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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
8.6
59789
514192
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Stabilised Base wit 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)
7129.22
3828
27290654
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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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-
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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.
804.08
6083
4891629
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Prime Coat with Bitumen Emulsion
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-
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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
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-
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Total quantity
32642.93
47
1537156
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Tack Coat with Bitumen Emulsion
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-
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
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-
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Total quantity
32642.93
15
518370
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25 mm thick Mix Seal Surfacing
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-
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Providing , laying and rolling of close-graded premix surfacing material of 25 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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-
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Total quantity
32642.93
362
11830451
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Brick Masonry Retaining-Wall(Height-2meter)
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-
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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
497.64
482
239912
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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.
727.32
8690
6320709
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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.
638
18
11994
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Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
57.42
2127
122187
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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 600 mm
(a) In Ordinary Soil
343
3175
1089334
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SLAB CULV/ERT
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-
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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.
811.89
521
423319
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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
53.14
8380
445317
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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 M20 (1:2:4 Nominal mix) i) upto 5m height
319.4
9613
3070555
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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
80
328
26288
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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.
826.55
218
180659
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Box culvert
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-
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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
310.95
521
162129
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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)
228.83
8561
1959181
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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
58.51
8855
518117
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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
22.43
9237
207197
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Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
3.66
105
386
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Providing and laying reinforced cement concrete in superstructure for height upto 5m with coarse aggregates of appropriate nominal sizes and grading including screening and cleaning, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary and mixing in concrete mixwe of suitable capacity and cost of curing with water, including labour, including preparation of dsign mix approved of the same by the Engineer in charge, cost for quality control, sampling, testing etc. including cost of form work and staging upto 5m but excluding reinforcement complete as per drawings as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.3 of Specification for Rural Roads, MORD.
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-
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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
36.93
11575
427491
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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
128.71
12553
1615748
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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
33.28
976
32508
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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)
18.24
93694
1708996
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Supplying,fitting, and placing HYSD bar reinforcement in superstructure including cost of steel materials and carriage, including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS:280 at every intersection, hooked and bent to correct shape and place on forms etc. including cost of black annealed wire and cost of loading, unloading of all steel materials complete as per drawing and technical specifications Clauses 1002, 1006 and 1202 of Specification for Rural Roads, MORD.
4.28
91973
393647
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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.
198
328
65063
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Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
102.37
2502
256222
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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
55.49
4151
230387
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Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
10
1548
15488
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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
4.86
341
1659
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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
64.8
53
3482
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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.
10
3034
30342
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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.
4
5512
22048
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Minor Bridges
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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.
PCC Grade M-20 Nominal 1:2:4
78.39
9109
714110
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Providing and laying cement concrete (using fine sand) wearing course M 30 grade including reinforcement complete as per drawings & technical specifications Clauses 800, 900 & 1206.3
1.58
18382
29045
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PMGSY Informatory Sign Board with Logo
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-
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Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post 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
12550
50203
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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
3
12550
37652
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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 typical "Citizen's Information Board" with Logo of PMGSY as per NRRDA Specifications and drawing having two nos MS sheet of 1.6 mm thick 900mm x 750mm size each duly welded with 2 Nos. vertical and 4 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The ends of the M.S. flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S. square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of local primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc.
Construction wing will add cost of 0.54 cum M -15 cement concrete for arriving at complete rate of each Board.
3
16704
50113
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Kilometre Stone
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-
-
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of Specification for Rural Roads (1st Revision).
-
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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
1
5486
5486
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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
8
3419
27359
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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
34
889
30254
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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
172
826
142229
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Providing and fixing typical "Maintenance Information Board" for PMGSY Providing and fixing typical "Maintenance Information Board" with Logo of PMGSY as per NRRDA Specifications and drawing having one nos MS sheet of 1.6 mm thick 900mm x 1500mm size duly welded with 4 Nos. vertical and 8 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The ends of the M.S.flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S.square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo 2 nos.
The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc.
1
12550
12551
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Rumble strips
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-
-
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Providing Rumble Strip covered with premixed bituminous carpet 20mm high at centre followed by Type B Seal Coat 250 mm wide each and placed 1 m centre to centre at approved location to control speed, marked with 30 cms. Wide white strips of Road marking paint placed 60 cms. centre to centre along the alignment. Using 20 mm premix carpet and Type B Seal coat for 0.26 sqm.
91.89
90
8344
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Guard Post
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-
-
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Supplying, Fitting, and Fixing R.C. Guard Post: 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245 mm C/C ; the guard post is of octagonal section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard post standing properly erect in correct position true in line and length including carriage of R.C. guard post from stack yard to the site including loading into the truck and unloading at site complete in all respects.
60
545
32733
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Traffic Signs
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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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a) 600 mm Equilateral Triangle
119
2690
320143
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b) 600 mm Circular
163
2803
457000
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c) 600 mm x 600 mm Square
180
2872
517028
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Direction and Place Identification Signs with size more than 0.9 sqm size board
-
-
-
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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
4504
180183
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
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(ii) Up to 10 cm in width - 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 surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Reference to MORT&H's specification 803).
1188.22
158
188095
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Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.
297
296
88001
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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).
1188.22
731
868589
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
8.6
82683
710991
... More
Total for 2nd year maintenance (including 18% GST)
8.6
89239
767366
... More
Total for 3rd year maintenance (including 18% GST)
8.6
179754
1545705
... More
Total for 4th year maintenance (including 18% GST)
8.6
207254
1782177
... More
Total for 5th year maintenance (including 18% GST)
8.6
213992
1840117
... More
2.NH-08 at Betcherra Bazar to Garu Para via Emmanuel Mission School,Darlong Para and Jogendra Reang Para, Block- Kumarghat (Length- 6.355 KM).
-
-
-
... More
Clearing and grubbing road land
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 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.
1.87
32867
61463
... More
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.
-
-
-
... More
Girth above 300 mm to 600 mm
26
382
9950
... More
Girth above 600 mm to 900 mm
32
605
19379
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
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.
2103.98
199
419954
... More
Construction of Embankment with Material Obtained from Roadway Cutting
-
-
-
... More
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 of Specifications for Rural Roads (1st Revision).
For spreading beyond 100 m
3713.23
66
248044
... More
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 of Specifications for Rural Roads (1st Revision).
For spreading within 100 m
8664.21
48
421947
... More
Stabilised Base with FDR
-
-
-
... More
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)
5206.92
3828
19932090
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... More
(A) By Mix in Place Method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
589.03
6073
3577574
... More
Prime Coat with Bitumen Emulsion
-
-
-
... More
(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
-
-
-
... More
Total quantity
23841.23
47
1122207
... More
Tack Coat with Bitumen Emulsion
-
-
-
... More
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
-
-
-
... More
Total quantity
23841.23
15
378599
... More
25 mm thick Mix Seal Surfacing
-
-
-
... More
Providing , laying and rolling of close-graded premix surfacing material of 25 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
-
-
-
... More
Total quantity
23841.23
346
8251450
... More
Brick Masonry Retaining-Wall(Height-2meter)
-
-
-
... More
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
358.8
482
172977
... More
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.
524.4
8690
4557251
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.
460
328
151156
... More
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
41.4
2127
88098
... More
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
810
3171
2569166
... More
Box culvert
-
-
-
... More
ii)Maintenance of Culvert slab type
-
-
-
... More
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.
6
5512
33072
... More
For PCC M10
5
6193
30968
... More
For PCC M15
2
6352
12705
... More
For PCC M15
4
8549
34197
... More
For RCC M25
3
11562
34686
... More
Brick Masionry
4
9225
36902
... More
Reinforcement
1
93689
93689
... More
PMGSY Informatory Sign Board with Logo
-
-
-
... More
Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post 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.
-
-
-
... More
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
12513
50052
... More
Providing and fixing 'Logo' of PMGSY Project
-
-
-
... More
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
12513
37539
... More
Providing and fixing "Citizen's Information Board" for PMGSY Project
-
-
-
... More
Providing and fixing typical "Citizen's Information Board" with Logo of PMGSY as per NRRDA Specifications and drawing having two nos MS sheet of 1.6 mm thick 900mm x 750mm size each duly welded with 2 Nos. vertical and 4 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The ends of the M.S. flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S. square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of local primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc.
Construction wing will add cost of 0.54 cum M -15 cement concrete for arriving at complete rate of each Board.
3
16637
49912
... More
Kilometre Stone
-
-
-
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of Specification for Rural Roads (1st Revision).
-
-
-
... More
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
1
5445
5446
... More
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
6
3391
20352
... More
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
25
884
22117
... More
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
128
824
105535
... More
Providing and fixing typical "Maintenance Information Board" for PMGSY Providing and fixing typical "Maintenance Information Board" with Logo of PMGSY as per NRRDA Specifications and drawing having one nos MS sheet of 1.6 mm thick 900mm x 1500mm size duly welded with 4 Nos. vertical and 8 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The ends of the M.S.flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S.square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo 2 nos.
The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc.
1
12513
12513
... More
Rumble strips
-
-
-
... More
Providing Rumble Strip covered with premixed bituminous carpet 20mm high at centre followed by Type B Seal Coat 250 mm wide each and placed 1 m centre to centre at approved location to control speed, marked with 30 cms. Wide white strips of Road marking paint placed 60 cms. centre to centre along the alignment. Using 20 mm premix carpet and Type B Seal coat for 0.26 sqm.
282.74
90
25673
... More
Guard Post
-
-
-
... More
Supplying, Fitting, and Fixing R.C. Guard Post: 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245 mm C/C ; the guard post is of octagonal section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard post standing properly erect in correct position true in line and length including carriage of R.C. guard post from stack yard to the site including loading into the truck and unloading at site complete in all respects.
148
541
80212
... More
Traffic Signs
-
-
-
... More
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.
-
-
-
... More
a) 600 mm Equilateral Triangle
268
2675
717136
... More
b) 600 mm Circular
390
2789
1087819
... More
c) 600 mm x 600 mm Square
130
2857
371537
... More
Direction and Place Identification Signs with size more than 0.9 sqm size board
-
-
-
... More
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.
20
4490
89804
... More
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
... More
(ii) Up to 10 cm in width - 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 surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Reference to MORT&H's specification 803).
1246.6
158
197337
... More
Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.
393
296
116446
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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).
623.3
731
455632
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
6.36
82683
525450
... More
Total for 2nd year maintenance (including 18% GST)
6.36
89239
567114
... More
Total for 3rd year maintenance (including 18% GST)
6.36
179754
1142337
... More
Total for 4th year maintenance (including 18% GST)
6.36
207254
1317099
... More
Total for 5th year maintenance (including 18% GST)
6.36
213992
1359919
... More
3.Noorpur Tri Junction to NH-208A(Kacharghat Hiracherra Road to KK Road) ,Block- Gournagar, L- 8.687 km.
-
-
-
... More
Clearing and grubbing road land
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 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.
2.59
32867
85128
... More
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.
-
-
-
... More
Girth above 300 mm to 600 mm
73
382
27937
... More
Girth above 600 mm to 900 mm
68
605
41181
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specifications for Rural Roads (1st Revision).
-
-
-
... More
i) Upto 600 mm dia Hume pipe
112.5
313
35258
... More
ii) 600mm - 900mm dia Hume pipe
12.5
423
5288
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
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.
2909.39
199
580714
... More
Setting Out
-
-
-
... More
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
8.69
59789
519573
... More
Stabilised Base wit FDR
-
-
-
... More
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)
7201.31
3828
27566615
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... More
(A) By Mix in Place Method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
556.27
6065
3374122
... More
Prime Coat with Bitumen Emulsion
-
-
-
... More
(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
-
-
-
... More
Total quantity
32973.03
47
1550722
... More
Tack Coat with Bitumen Emulsion
-
-
-
... More
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
-
-
-
... More
Total quantity
32973.03
15
523282
... More
25 mm thick Mix Seal Surfacing
-
-
-
... More
Providing , laying and rolling of close-graded premix surfacing material of 25 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
-
-
-
... More
Total quantity
32326.5
349
11294556
... More
Construction of plastic cell filled cement conrete M-30 Grade pavement
-
-
-
... More
Providing and laying plastic cell filled cement conrete M-30 Grade pavement, of required thickness over a prepared sub base, with 53 grade ordinary portland cement or any other type as per clause 1501.2.4, coarse and fine aggreegates conforming to IS:2386 laid in approved fixed side formwork (steel channel, wedges,steel plates includind levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screedand plate vibrators and finished in contnuous operation, curing of concrete slabs for 14 days with curing compound(where specified) and water, finishing to lines and grade as per drawing and technical specification of cell filled oncrete pavement published by NRRDA.
-
-
-
... More
Total quantity
166.44
10354
1723443
... More
Brick Masonry Retaining-Wall(Height-2meter)
-
-
-
... More
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
826.28
482
398350
... More
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.
288
8690
2502838
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.
2352
328
772867
... More
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
12.24
2127
26046
... More
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
Brick masonary in 1:4 cement mortar
789.45
8844
6982283
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
3157.8
218
688464
... More
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
1353
3168
4286953
... More
SLAB CULV/ERT
-
-
-
... More
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.
339.76
521
177151
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
P.C.C. grade M 10 Nominal mix 1:3:6
24.11
8355
201450
... More
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
162.59
9589
1559154
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
40
328
13144
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
268.06
218
58442
... More
Box culvert
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
i) in ordinary soil
264.81
521
138072
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
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)
157.18
8539
1342179
... More
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
-
-
-
... More
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
42.83
8833
378331
... More
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
10.11
9215
93170
... More
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
1.97
104
206
... More
Providing and laying reinforced cement concrete in superstructure for height upto 5m with coarse aggregates of appropriate nominal sizes and grading including screening and cleaning, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary and mixing in concrete mixwe of suitable capacity and cost of curing with water, including labour, including preparation of dsign mix approved of the same by the Engineer in charge, cost for quality control, sampling, testing etc. including cost of form work and staging upto 5m but excluding reinforcement complete as per drawings as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.3 of Specification for Rural Roads, MORD.
-
-
-
... More
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
28.9
11550
333823
... More
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
44.17
12528
553391
... More
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
27
952
25725
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
(@ 100 kg/cum of RCC)
4.42
93684
414085
... More
Supplying,fitting, and placing HYSD bar reinforcement in superstructure including cost of steel materials and carriage, including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS:280 at every intersection, hooked and bent to correct shape and place on forms etc. including cost of black annealed wire and cost of loading, unloading of all steel materials complete as per drawing and technical specifications Clauses 1002, 1006 and 1202 of Specification for Rural Roads, MORD.
3.39
91963
311755
... More
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.
180
328
59148
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
55.66
2481
138108
... More
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
38.22
4130
157872
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
10
1548
15488
... More
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
4.2
339
1425
... More
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
56
53
3002
... More
I) Maintenanace of Culvert
-
-
-
... More
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
3034
36410
... More
ii)Maintenance of Culvert slab type
-
-
-
... More
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
5512
27560
... More
PMGSY Informatory Sign Board with Logo
-
-
-
... More
Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post 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.
-
-
-
... More
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
12543
50174
... More
Providing and fixing 'Logo' of PMGSY Project
-
-
-
... More
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
12543
37631
... More
Providing and fixing "Citizen's Information Board" for PMGSY Project
-
-
-
... More
Providing and fixing typical "Citizen's Information Board" with Logo of PMGSY as per NRRDA Specifications and drawing having two nos MS sheet of 1.6 mm thick 900mm x 750mm size each duly welded with 2 Nos. vertical and 4 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The ends of the M.S. flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S. square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of local primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc.
Construction wing will add cost of 0.54 cum M -15 cement concrete for arriving at complete rate of each Board.
3
16690
50071
... More
Kilometre Stone
-
-
-
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of Specification for Rural Roads (1st Revision).
-
-
-
... More
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
1
5476
5477
... More
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
8
3413
27307
... More
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
35
888
31103
... More
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
174
826
143788
... More
Providing and fixing typical "Maintenance Information Board" for PMGSY Providing and fixing typical "Maintenance Information Board" with Logo of PMGSY as per NRRDA Specifications and drawing having one nos MS sheet of 1.6 mm thick 900mm x 1500mm size duly welded with 4 Nos. vertical and 8 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The ends of the M.S.flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S.square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo 2 nos.
The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc.
1
12543
12544
... More
Rumble strips
-
-
-
... More
Providing Rumble Strip covered with premixed bituminous carpet 20mm high at centre followed by Type B Seal Coat 250 mm wide each and placed 1 m centre to centre at approved location to control speed, marked with 30 cms. Wide white strips of Road marking paint placed 60 cms. centre to centre along the alignment. Using 20 mm premix carpet and Type B Seal coat for 0.26 sqm.
91.89
90
8344
... More
Guard Post
-
-
-
... More
Supplying, Fitting, and Fixing R.C. Guard Post: 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245 mm C/C ; the guard post is of octagonal section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard post standing properly erect in correct position true in line and length including carriage of R.C. guard post from stack yard to the site including loading into the truck and unloading at site complete in all respects.
60
544
32687
... More
Traffic Signs
-
-
-
... More
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.
-
-
-
... More
a) 600 mm Equilateral Triangle
119
2687
319768
... More
b) 600 mm Circular
163
2800
456486
... More
c) 600 mm x 600 mm Square
180
2869
516461
... More
Direction and Place Identification Signs with size more than 0.9 sqm size board
-
-
-
... More
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
4501
180057
... More
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
... More
(ii) Up to 10 cm in width - 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 surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Reference to MORT&H's specification 803).
1570.28
158
248575
... More
Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.
393
296
116446
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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).
1570.28
731
1147875
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
8.69
39600
344005
... More
Total for 2nd year maintenance (including 18% GST)
8.69
46956
407907
... More
Total for 3rd year maintenance (including 18% GST)
8.69
140000
1216180
... More
Total for 4th year maintenance (including 18% GST)
8.69
180000
1563660
... More
Total for 5th year maintenance (including 18% GST)
8.69
240000
2084880
... More
4.Noagaon Jolabass Road to Dakshin Padmabill Market. (Length= 7.18km).
-
-
-
... More
Clearing and grubbing road land
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 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.
1.93
32867
63435
... More
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.
-
-
-
... More
Girth above 300 mm to 600 mm
73
382
27937
... More
Girth above 600 mm to 900 mm
68
605
41181
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specifications for Rural Roads (1st Revision).
-
-
-
... More
i) Upto 600 mm dia Hume pipe
47.5
313
14887
... More
ii) 600mm - 900mm dia Hume pipe
37.5
423
15863
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
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.
2412.45
199
481525
... More
Setting Out
-
-
-
... More
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
7.18
59789
429291
... More
Stabilised Base wit FDR
-
-
-
... More
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)
5971.3
3828
22858136
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... More
(A) By Mix in Place Method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
598.16
6066
3628744
... More
Prime Coat with Bitumen Emulsion
-
-
-
... More
(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
-
-
-
... More
Total quantity
28434.74
47
1336433
... More
Tack Coat with Bitumen Emulsion
-
-
-
... More
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
-
-
-
... More
Total quantity
28434.74
15
450975
... More
25 mm thick Mix Seal Surfacing
-
-
-
... More
Providing , laying and rolling of close-graded premix surfacing material of 25 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
-
-
-
... More
Total quantity
28434.74
357
10165420
... More
Brick Masonry Retaining-Wall(Height-2meter)
-
-
-
... More
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
577.2
482
278268
... More
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.
843.6
8690
7331230
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.
740
328
243164
... More
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
66.6
2038
135793
... More
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
65
3168
205975
... More
SLAB CULV/ERT
-
-
-
... More
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.
169.88
306
52102
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
P.C.C. grade M 10 Nominal mix 1:3:6
12.06
8356
100782
... More
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
81.3
9590
779722
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
20
254
5096
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
135.59
218
29567
... More
Box culvert
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
i) in ordinary soil
575.76
521
300201
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
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)
119.02
8540
1016461
... More
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
-
-
-
... More
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
101.34
8834
895278
... More
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
32.54
9216
299911
... More
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
5.63
104
589
... More
Providing and laying reinforced cement concrete in superstructure for height upto 5m with coarse aggregates of appropriate nominal sizes and grading including screening and cleaning, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary and mixing in concrete mixwe of suitable capacity and cost of curing with water, including labour, including preparation of dsign mix approved of the same by the Engineer in charge, cost for quality control, sampling, testing etc. including cost of form work and staging upto 5m but excluding reinforcement complete as per drawings as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.3 of Specification for Rural Roads, MORD.
-
-
-
... More
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
65.83
11552
760481
... More
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
50.77
12529
636143
... More
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
60.28
953
57506
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
(@ 100 kg/cum of RCC)
4.53
93684
424393
... More
Supplying,fitting, and placing HYSD bar reinforcement in superstructure including cost of steel materials and carriage, including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS:280 at every intersection, hooked and bent to correct shape and place on forms etc. including cost of black annealed wire and cost of loading, unloading of all steel materials complete as per drawing and technical specifications Clauses 1002, 1006 and 1202 of Specification for Rural Roads, MORD.
7.67
91963
705361
... More
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.
378
328
124211
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
158.03
2482
392287
... More
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
93.71
4131
387179
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
20
1548
30976
... More
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
9.06
336
3048
... More
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
120.8
53
6474
... More
I) Maintenanace of Culvert
-
-
-
... More
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.
8
3034
24274
... More
ii)Maintenance of Culvert slab type
-
-
-
... More
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.
4
5512
22048
... More
PMGSY Informatory Sign Board with Logo
-
-
-
... More
Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post 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.
-
-
-
... More
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
12543
50176
... More
Providing and fixing 'Logo' of PMGSY Project
-
-
-
... More
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
12543
37632
... More
Providing and fixing "Citizen's Information Board" for PMGSY Project
-
-
-
... More
Providing and fixing typical "Citizen's Information Board" with Logo of PMGSY as per NRRDA Specifications and drawing having two nos MS sheet of 1.6 mm thick 900mm x 750mm size each duly welded with 2 Nos. vertical and 4 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The ends of the M.S. flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S. square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of local primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc.
Construction wing will add cost of 0.54 cum M -15 cement concrete for arriving at complete rate of each Board.
3
16691
50073
... More
Kilometre Stone
-
-
-
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of Specification for Rural Roads (1st Revision).
-
-
-
... More
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
1
5477
5477
... More
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
7
3413
23896
... More
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
28
888
24884
... More
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
144
826
119000
... More
Providing and fixing typical "Maintenance Information Board" for PMGSY Providing and fixing typical "Maintenance Information Board" with Logo of PMGSY as per NRRDA Specifications and drawing having one nos MS sheet of 1.6 mm thick 900mm x 1500mm size duly welded with 4 Nos. vertical and 8 Nos. horizontal M.S. flat 50 mm x 6mm size on back. The ends of the M.S.flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S.square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo 2 nos.
The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc.
1
12543
12544
... More
Rumble strips
-
-
-
... More
Providing Rumble Strip covered with premixed bituminous carpet 20mm high at centre followed by Type B Seal Coat 250 mm wide each and placed 1 m centre to centre at approved location to control speed, marked with 30 cms. Wide white strips of Road marking paint placed 60 cms. centre to centre along the alignment. Using 20 mm premix carpet and Type B Seal coat for 0.26 sqm.
77.75
90
7060
... More
Guard Post
-
-
-
... More
Supplying, Fitting, and Fixing R.C. Guard Post: 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245 mm C/C ; the guard post is of octagonal section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard post standing properly erect in correct position true in line and length including carriage of R.C. guard post from stack yard to the site including loading into the truck and unloading at site complete in all respects.
60
544
32690
... More
Traffic Signs
-
-
-
... More
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.
-
-
-
... More
a) 600 mm Equilateral Triangle
119
2687
319786
... More
b) 600 mm Circular
163
2800
456511
... More
c) 600 mm x 600 mm Square
180
2869
516488
... More
Direction and Place Identification Signs with size more than 0.9 sqm size board
-
-
-
... More
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
4501
180063
... More
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
... More
(ii) Up to 10 cm in width - 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 surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Reference to MORT&H's specification 803).
1429.6
158
226306
... More
Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.
357
296
105779
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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).
1429.6
731
1045038
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
7.18
82683
593664
... More
Total for 2nd year maintenance (including 18% GST)
7.18
89239
640736
... More
Total for 3rd year maintenance (including 18% GST)
7.18
179754
1290634
... More
Total for 4th year maintenance (including 18% GST)
7.18
207254
1488084
... More
Total for 5th year maintenance (including 18% GST)
7.18
213992
1536463
... More
5.Panisagar Sailenbari Road to NH-08 Via-Tilthai Helambasti High School . (Length= 6.351 km) under Panisagar block.
-
-
-
... More
Clearing and grubbing road land
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 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.
1.75
32867
57519
... More
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.
-
-
-
... More
Girth above 300 mm to 600 mm
26
382
9950
... More
Girth above 600 mm to 900 mm
32
605
19379
... More
Removal all typesof Hume Pipes
-
-
-
... More
Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
-
-
-
... More
i) Upto 600 mm dia Hume pipe
12.5
313
3918
... More
ii) 600mm - 900mm dia Hume pipe
25
423
10575
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
Construction of subgrade and earhen shoulders With approved materials obtained from borrow pits with all Lifts and leads, transporting to site, spreding, grading to required slope and compacted to meet requirement of Table 300.2 with as per Technical Specification clauses 303.1
2112.55
199
421665
... More
For Subgrade and Earthen Shoulders
-
-
-
... More
Stabilised Base wit FDR
-
-
-
... More
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)
5228.98
3828
20016535
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... More
(A) By Mix in Place Method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
406.58
6030
2451885
... More
Prime coat
-
-
-
... More
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
23949.08
46
1125367
... More
Tack coat
-
-
-
... More
(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
23949.08
15
379593
... More
Mix Seal Surfacing
-
-
-
... More
Providing , laying and rolling of close-graded premix surfacing material of 25mm 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
-
-
-
... More
(B) By Mechanical Means
Case - I : Nominal chipping size 13.2 mm (II) Bitumen ( VG-30 )
-
-
-
... More
Total quantity
23949.08
346
8288777
... More
Brick Masonry Retaining-Wall(Height-2meter)
-
-
-
... More
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
327.6
482
157936
... More
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.
478.8
8690
4160968
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.
420
328
138012
... More
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
37.8
2127
80437
... More
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
204
3153
643406
... More
Box culvert (1m X1m)
-
-
-
... More
Excavation for Structures
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I) Ordinary Soil
158.89
306
48732
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i)Nominal mix (1:2.5:5)
14.21
8494
120710
... More
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
25.7
8790
225913
... More
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
6.07
9172
55678
... More
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
1.18
103
122
... More
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1201 @100kg/cum of RCC
0.9
93663
84297
... More
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
17.34
11502
199452
... More
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
9
12480
112321
... More
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
16.2
905
14671
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
(@ 100 kg/cum of RCC)
2.04
91942
187563
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
33.4
2438
81458
... More
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
22.93
4088
93758
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V)
108
328
35489
... More
RCC railing
-
-
-
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
6
1548
9293
... More
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
2.52
335
845
... More
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
33.6
53
1787
... More
II) Maintainence of culverts slab type (EXISTING)
-
-
-
... More
Maintenance of Slab Type Culverts by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification 1908
18
5512
99216
... More
For Construction of wing wall
-
-
-
... More
A) Using PCC M10
10.2
6142
62658
... More
B) Using PCC M15
98
6305
617983
... More
B) Using PCC M15
30.24
8494
256881
... More
B) Using RCC M25
67
11502
770664
... More
Brick Masonary (1:4)
71
9172
651260
... More
Reinforcement
10.25
93663
960054
... More
PMGSY Informatory Sign Board with Logo
-
-
-
... More
Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post 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.
-
-
-
... More
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
12498
49994
... More
Providing and fixing 'Logo' of PMGSY Project
-
-
-
... More
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
12498
37495
... More
Providing and fixing "Citizen's Information Board" for PMGSY Project
-
-
-
... More
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
3
16608
49825
... More
Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) :
-
-
-
... More
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.
-
-
-
... More
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
1
5426
5426
... More
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
6
3378
20272
... More
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
25
882
22057
... More
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
128
823
105393
... More
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
12498
12498
... More
Rumble strips
-
-
-
... More
Providing Rumble Strip covered with premixed bituminous carpet 20mm high at centre followed by Type B Seal Coat 250 mm wide each and placed 1 m centre to centre at approved location to control speed, marked with 30 cms. Wide white strips of Road marking paint placed 60 cms. centre to centre along the alignment. Using 20 mm premix carpet and Type B Seal coat for 0.26 sqm.
70.69
90
6419
... More
Guard Post
-
-
-
... More
Supplying, Fitting, and Fixing R.C. Guard Post: 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement and 6 nos of round shaped 6mm dia MS rods used as binders; the placing of the 1st binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245 mm C/C ; the guard post is of octagonal section with inscribed circle of diameter 24cm at the base tapering to corresponding dimensions of 16cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 nos horizontal alternate brands in white/ tannery yellow and black to 90cm. length standing up above ground after mending good damages if any during sinking of shuttering, making hole in ground of 47cm depth and 30cm minimum dia, fixing the guard post in the same hole and replacing the earth thoroughly so as to keep the guard post standing properly erect in correct position true in line and length including carriage of R.C. guard post from stack yard to the site including loading into the truck and unloading at site complete in all respects.
96
540
51877
... More
Traffic Signs ( using jhama brick aggregate in CC/ PCC )
-
-
-
... More
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.
-
-
-
... More
ii) with 600 mm equilateral triangle MS sheeting
156
2669
416423
... More
iii) with 600 mm circular MS sheeting
464
2782
1291210
... More
vi) with 600 mm x 600 mm square MS sheeting
72
2851
205307
... More
Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)
-
-
-
... More
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.
20
4483
89674
... More
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
... More
(ii) Up to 10 cm in width - 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 surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Reference to MORT&H's specification 803).
1251.88
158
198173
... More
Road Markers/Road Stud with Lens Reflector:
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
25
296
7408
... More
Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
625.94
731
457562
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
6.35
82683
525120
... More
Total for 2nd year maintenance (including 18% GST)
6.35
89239
566757
... More
Total for 3rd year maintenance (including 18% GST)
6.35
179754
1141618
... More
Total for 4th year maintenance (including 18% GST)
6.35
207254
1316270
... More
Total for 5th year maintenance (including 18% GST)
6.35
213992
1359063
... More
6.Ramnagar Janta College to Jalabazar Road via East Padmabill HS School towards Nayadrone (Length= 5.574 KM) under Panisagar block.
-
-
-
... More
Clearing and grubbing road land
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 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.
0.77
32867
25308
... More
Dismantling of Structures
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technicnical Specification Clause 202. of Specifications for Rural Roads (1st Revision).
(II) By Mechanical Means
-
-
-
... More
i) Plain Cement concrete and Cement concrete blocks
300
618
185490
... More
ii) Reinforced Cement concrete including cutting steel bars and seperating and removing etc
60
1148
68904
... More
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.
-
-
-
... More
Girth above 300 mm to 600 mm
73
382
27937
... More
Girth above 600 mm to 900 mm
68
605
41181
... More
Removal all typesof Hume Pipes
-
-
-
... More
Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
-
-
-
... More
i) Upto 600 mm dia Hume pipe
52.5
313
16454
... More
ii) 600mm - 900mm dia Hume pipe
25
423
10575
... More
Construction of Embankment with Material Obtained from Roadway Cutting
-
-
-
... More
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
... More
A. For spreading beyond 100 m
3141.47
66
209850
... More
B. For spreading within 100 m
7330.09
48
356975
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
Construction of subgrade and earhen shoulders With approved materials obtained from borrow pits with all Lifts and leads, transporting to site, spreding, grading to required slope and compacted to meet requirement of Table 300.2 with as per Technical Specification clauses 303.1
1867.05
199
372663
... More
For Subgrade and Earthen Shoulders
-
-
-
... More
Stabilised Base with FDR
-
-
-
... More
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)
4612.13
3828
17655234
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... More
(A) By Mix in Place Method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
160.31
6065
972312
... More
Prime coat
-
-
-
... More
Providing and applying prime coat with organosilane nanotechnology and cationic bitumen emulsion (CSS-1) and with water (1000 ppm TDS) ( in the ratio of 1.00 kg organosilane nanotechnology : 100.00 kg cationic bitumen emulsion (CSS-1) : 200 litre water) by spraying solution at the rate of 1.00 litre/sqm using mechanical means on prepared surface of granular base of low porosity including cleaning of road surface as per Technical Specification approved by TRRDA.
21121.8
46
992091
... More
Tack coat
-
-
-
... More
(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
21121.8
15
334781
... More
Mix Seal Surfacing
-
-
-
... More
Providing , laying and rolling of close-graded premix surfacing material of 25mm 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
-
-
-
... More
(B) By Mechanical Means
Case - I : Nominal chipping size 13.2 mm (II) Bitumen ( VG-30 )
-
-
-
... More
Total quantity
21121.8
346
7310255
... More
Box culvert (1m X1m)
-
-
-
... More
Excavation for Structures
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I) Ordinary Soil
370.72
521
193293
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
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)
24.36
8538
208000
... More
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
59.99
8832
529880
... More
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
14.14
9215
130302
... More
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
2.73
104
286
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i)Nominal mix (1:2.5:5)
8.82
8538
75310
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
252
328
82807
... More
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
40.46
11550
467329
... More
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
(@ 100 kg/cum of RCC + 80 kg/cum of PCC of cut-off wall)
4.76
91962
437743
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
Behind Abutment & Return wall
77.91
2480
193277
... More
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
53.48
4130
220878
... More
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
37.8
952
35994
... More
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
21
12528
263090
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
(@ 100 kg/cum of RCC)
2.1
93684
196737
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
14
1548
21683
... More
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
5.88
334
1967
... More
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
-
-
-
... More
A)Manual Means
Case - IV: Type D (with fine sand)
78.4
53
4198
... More
SLUB CULVERT (1.5 M)
-
-
-
... More
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.
169.88
521
88575
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
PCC Grade M-10 Nominal 1:3:6
12.06
8354
100760
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
PCC Grade M-15 Nominal 1:2.5:5
66.75
8538
569951
... More
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.
-
-
-
... More
PCC grade M20 (1:2:4 Nominal mix) i) upto 5m height
81.3
9588
779579
... More
Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
-
-
-
... More
RCC Grade M-25 Mix-For height upto 5 m
11.61
12528
145451
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
1.7
93684
159638
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
20
328
6572
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
132.47
216
28708
... More
SLUB CULVERT (3 M)
-
-
-
... More
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.
169.88
521
88574
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
PCC Grade M-10 Nominal 1:3:6
12.06
8354
100727
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
PCC Grade M-15 Nominal 1:2.5:5
66.75
8538
569951
... More
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.
-
-
-
... More
PCC grade M20 (1:2:4 Nominal mix) i) upto 5m height
81.3
9588
779579
... More
Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
-
-
-
... More
RCC Grade M-25 Mix-For height upto 5 m
17.56
12528
219993
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
1.21
93684
113639
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
20
328
6572
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
135.59
216
29383
... More
II) Maintainence of culverts slab type (EXISTING)
-
-
-
... More
Maintenance of Slab Type Culverts by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification 1908
-
-
-
... More
For Construction of wing wall
-
-
-
... More
A) Using PCC M10
8.9
8354
74359
... More
B) Using PCC M15
123.68
8538
1056053
... More
B) Using PCC M15
11.76
8538
100414
... More
B) Using RCC M25
35.18
11550
406343
... More
I) Maintainence of hume pipe type (EXISTING)
-
-
-
... More
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 1908.
1
3034
3034
... More
Providing and fixing 'Logo' of PMGSY Project
-
-
-
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
3
12543
37630
... More
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
3
16690
50070
... More
Logo board/Logo Board at starting point
-
-
-
... More
Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc.
4
12543
50174
... More
Providing and fixing Maintenance board
-
-
-
... More
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
12543
12543
... More
Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) :
-
-
-
... More
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.
-
-
-
... More
i) 5th Kilometre Stone (precast)
1
5476
5477
... More
ii) Ordinary Kilometre Stone (Precast)
5
3413
17066
... More
iii) Construction of 200 Metre Stone (Precast)
22
888
19550
... More
Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement)
-
-
-
... More
Plain cement concrete M15 grade ( using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.
112
826
92551
... More
Rumble strips
-
-
-
... More
Providing Rumble Strip covered with premixed bituminous carpet 20mm high at centre followed by Type B Seal Coat 250 mm wide each and placed 1 m centre to centre at approved location to control speed, marked with 30 cms. Wide white strips of Road marking paint placed 60 cms. centre to centre along the alignment. Using 20 mm premix carpet and Type B Seal coat for 0.26 sqm.
38.88
90
3530
... More
Guard Post
-
-
-
... More
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
100
544
54477
... More
Traffic Signs ( using jhama brick aggregate in CC/ PCC )
-
-
-
... More
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.
-
-
-
... More
ii) with 600 mm equilateral triangle MS sheeting
74
2687
198842
... More
iii) with 600 mm circular MS sheeting
481
2800
1347016
... More
vi) with 600 mm x 600 mm square MS sheeting
72
2869
206579
... More
Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)
-
-
-
... More
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.
8
4501
36011
... More
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
... More
(ii) Up to 10 cm in width - 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 surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Reference to MORT&H's specification 803).
1104.2
158
174795
... More
Road Markers/Road Stud with Lens Reflector:
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.
276
296
81779
... More
Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1104.2
731
807170
... More
Retainin Wall(height -2 m)
-
-
-
... More
Excavation for Structures
-
-
-
... More
A. Without dewatering.
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Ordinary Soil
-
-
-
... More
Upto 3 m depth
226.2
482
109051
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
P.C.C grade M 15 ( using jhama brick aggregate )
-
-
-
... More
i) Nominal mix (1:2.5:5)
330.6
8690
2873050
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.
290
328
95294
... More
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
26.1
2038
53216
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
5.57
82683
460875
... More
Total for 2nd year maintenance (including 18% GST)
5.57
89239
497418
... More
Total for 3rd year maintenance (including 18% GST)
5.57
179754
1001949
... More
Total for 4th year maintenance (including 18% GST)
5.57
207254
1155234
... More
Total for 5th year maintenance (including 18% GST)
5.57
213992
1192791
... More
● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
-
-
396287269
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