Public Works Department Tender
... More
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 May 2025
Closing Date23 Jun 2025
Tender Amount₹ 7,86,55,000
Costs
EMD
₹ 15,73,000Document 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_799605_1Tender No
07/EO/PM-JANMANTender 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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Girth above 300 mm to 600 mm
26
382
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Girth above 600 mm to 900 mm
32
605
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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
2.56
59789
-
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(ii) Excavation in Soil with Dozer with lead upto 100 m.
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-
-
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Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
500
67
-
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(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
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-
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
500
36
-
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Construction of Embankment with Materials Obtained from Roadway Cutting
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-
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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
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A. For spreading beyond 100 m
300
66
-
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B. For spreading within 100 m
700
48
-
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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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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.
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Total Quantity
1051.13
7108
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Construction of Subgrade and Earthen Shoulders
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
858.77
199
-
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Wet Mix Macadam
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-
-
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Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.
973.27
7739
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Prime Coat
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-
-
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Low porosity - Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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-
-
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Total Quantity
9732.71
47
-
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Tack Coat
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-
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(ii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
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-
-
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Total Quantity
9732.71
16
-
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Mix Seal Surfacing 20 mm with bitumen emulsion
Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller , finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means
Type-B Bitumen VG-30
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-
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Total Quantity
9732.71
322
-
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Brick Masonry Retaining-Wall(Height-3meter)
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Excavation for Structures
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A. Without dewatering.
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
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Ordinary Soil
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-
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Upto 4.2 m depth
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482
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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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P.C.C grade M 15 ( using jhama brick aggregate )
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-
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i) Nominal mix (1:2.5:5)
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8690
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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.
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328
-
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Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
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2127
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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
-
306
-
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
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-
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C grade M 15 ( using jhama brick aggregate ) i)Nominal mix (1:2.5:5) Box culvert, Return Wall , Cut off Wall
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8522
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
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-
-
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. ii) Brick masonry in 1:4 cement mortar (Return Wall)
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8817
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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
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9199
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Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
-
104
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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)
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91955
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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
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11532
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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
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12510
-
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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
Over return wall
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935
-
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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)
-
93676
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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.
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328
-
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Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
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2465
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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
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4114
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Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
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1548
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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
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370
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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
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53
-
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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.
1
5512
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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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(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
4
12505
-
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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
2
12505
-
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Providing and fixing "Citizen's Information Board" for PMGSY Project
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-
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
16622
-
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Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) :
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-
-
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Reinforced cement concrete M15 grade ( using jhama brick aggregate ) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703.
-
-
-
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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
3
3385
-
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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
10
883
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Providing and fixing typical "Maintenance Information Board"
Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
1
12505
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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.
14.14
90
-
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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.
40
541
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Traffic Signs ( using jhama brick aggregate in CC/ PCC )
-
-
-
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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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ii) with 600 mm equilateral triangle MS sheeting
25
2672
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iii) with 600 mm circular MS sheeting
6
2786
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vi) with 600 mm x 600 mm square MS sheeting
26
2854
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Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)
-
-
-
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Retero-Reflective Traffic signs : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads.
4
4486
-
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
508.9
158
-
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Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
254.45
731
-
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Maintenance
-
-
-
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Total for 1st year maintenance (including 18% GST)
2.56
116510
-
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Total for 2nd year maintenance (including 18% GST)
-
151171
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Total for 3rd year maintenance (including 18% GST)
-
215838
-
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Total for 4th year maintenance (including 18% GST)
-
247785
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Total for 5th year maintenance (including 18% GST)
-
284295
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2.L404- Maleha Reang Para to Aishya Bazar road via Durgarai Para, L- 3.725 km, L-3.725 km. Package-TR0202-P4, Block- Bagafa.
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-
-
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Clearing and grubbing road land
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-
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of Specifications for Rural Roads
1.1
32867
-
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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.
-
-
-
... More
Girth above 300 mm to 600 mm
26
382
-
... More
Girth above 600 mm to 900 mm
32
605
-
... More
Setting Out
-
-
-
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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
3.73
59789
-
... More
(ii) Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
... More
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
522.9
67
-
... More
(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
-
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
522.9
36
-
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Construction of Embankment with Materials 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
313.74
66
-
... More
B. For spreading within 100 m
732.06
48
-
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... 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.
-
-
-
... More
Total Quantity
1519.59
7062
-
... 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.
1241.49
199
-
... More
Wet Mix Macadam
-
-
-
... More
Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.
1407.03
7694
-
... 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
-
-
-
... More
Total Quantity
14070.26
47
-
... 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
-
-
-
... More
Total Quantity
14070.26
16
-
... More
Mix Seal Surfacing 20 mm with bitumen emulsion
Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller , finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means
Type-B Bitumen VG-30
-
-
-
... More
Total Quantity
14070.26
321
-
... More
Brick Masonry Retaining-Wall(Height-3meter)
-
-
-
... 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 4.2 m depth
-
482
-
... 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)
-
8690
-
... 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.
-
328
-
... More
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
I) Sand filling
-
2127
-
... 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
52.96
306
-
... 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) Box culvert, Return Wall , Cut off Wall
4.74
8558
-
... 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 (Return Wall)
8.57
8851
-
... 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
2.02
9233
-
... More
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
0.39
105
-
... 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)
0.68
91971
-
... 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
5.78
11571
-
... 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
3
12549
-
... 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
Over return wall
5.4
972
-
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
(@ 100 kg/cum of RCC)
0.3
93693
-
... 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.
36
328
-
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
11.13
2499
-
... 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
7.64
4148
-
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
2
1548
-
... 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
0.84
368
-
... 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
11.2
53
-
... 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.
3
5512
-
... 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
12515
-
... 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
2
12515
-
... 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
2
16641
-
... 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
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
4
3394
-
... 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
15
885
-
... 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
12515
-
... 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.
7.07
90
-
... 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.
15
542
-
... 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
29
2676
-
... More
iii) with 600 mm circular MS sheeting
4
2790
-
... More
vi) with 600 mm x 600 mm square MS sheeting
25
2859
-
... 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.
4
4491
-
... More
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
-
-
-
... More
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
735.7
158
-
... 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).
367.85
731
-
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
3.725
116510
-
... More
Total for 2nd year maintenance (including 18% GST)
-
116778
-
... More
Total for 3rd year maintenance (including 18% GST)
-
215838
-
... More
Total for 4th year maintenance (including 18% GST)
-
247785
-
... More
Total for 5th year maintenance (including 18% GST)
-
284295
-
... More
3. L404-T05 (Jolaibari - Kowaifung road) - Nabaram Shibcharan Para, L- 1.237 km, L-1.237 km. Package-TR0206-P4, Block- Jolaibari.
-
-
-
... 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 of Specifications for Rural Roads
0.48
32867
-
... 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
31
382
-
... More
Girth above 600 mm to 900 mm
38
605
-
... 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
1.24
59789
-
... More
(ii) Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
... More
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
450
67
-
... More
(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
-
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
450
36
-
... More
Construction of Embankment with Materials 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
270
66
-
... More
B. For spreading within 100 m
630
48
-
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... 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.
-
-
-
... More
Total Quantity
497.99
7265
-
... 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.
406.86
199
-
... More
Wet Mix Macadam
-
-
-
... More
Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.
345.83
7859
-
... 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
-
-
-
... More
Total Quantity
4611.04
47
-
... 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
-
-
-
... More
Total Quantity
4611.04
16
-
... More
Mix Seal Surfacing 20 mm with bitumen emulsion
Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller , finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means
Type-B Bitumen VG-30
-
-
-
... More
Total Quantity
4611.04
326
-
... 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
52.96
306
-
... 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) Box culvert, Return Wall , Cut off Wall
4.74
8506
-
... 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 (Return Wall)
8.57
8802
-
... 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
2.02
9184
-
... More
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
0.39
103
-
... 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)
0.68
91948
-
... 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
5.78
11515
-
... 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
3
12493
-
... 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
Over return wall
5.4
918
-
... More
Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
(@ 100 kg/cum of RCC)
0.3
93669
-
... 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.
36
328
-
... More
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material
11.13
2450
-
... 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
7.64
4100
-
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
2
1548
-
... 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
0.84
373
-
... 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
11.2
53
-
... 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.
1
8546
-
... 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
12501
-
... More
Providing and fixing 'Logo' of PMGSY Project
-
-
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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
2
12501
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Providing and fixing "Citizen's Information Board" for PMGSY Project
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
16614
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Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) :
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Reinforced cement concrete M15 grade ( using jhama brick aggregate ) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703.
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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
2
3381
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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
5
882
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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
26
823
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Providing and fixing typical "Maintenance Information Board"
Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".
1
12501
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Rumble strips
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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.
7.07
90
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Guard Post
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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.
15
540
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Traffic Signs ( using jhama brick aggregate in CC/ PCC )
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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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ii) with 600 mm equilateral triangle MS sheeting
24
2670
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iii) with 600 mm circular MS sheeting
2
2784
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vi) with 600 mm x 600 mm square MS sheeting
63
2852
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Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)
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Retero-Reflective Traffic signs : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads.
4
4485
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
241.1
158
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Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on
Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic
material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
120.55
731
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Maintenance
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Total for 1st year maintenance (including 18% GST)
1.237
116000
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Total for 2nd year maintenance (including 18% GST)
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116266
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Total for 3rd year maintenance (including 18% GST)
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214933
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Total for 4th year maintenance (including 18% GST)
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240905
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Total for 5th year maintenance (including 18% GST)
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240905
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● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
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