Public Works Department Tender
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Costs
EMD
₹ 36,10,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDM1_2726_1Tender No
EE/KPI/eTender/ITroad/25-26/05Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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Documents
BOQ Items
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Plain cement concrete M15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m below ground/bed level and or 1.5m. above ground /bed level i/c formwork.
456.28
10
4562.799999999999
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Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates and walls excluding steel reinforcement, but including centering and shuttering laid in position.
5.5
10
55
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Reinforced cement concrete mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
(i) M-25
58.82
10
588.2
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications.
4.08
10
40.8
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Providing and laying CC wearing coat M30 grade i/c reinforcement complete as per drawing and technical specifications.
4.23
10
42.300000000000004
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P/F and fixing mild steel railing complete as per drawing and technical specifications
75.6
10
756
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Providing weep holes in Brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia pipe, extending through the full width of the str with slope of 1V: 20H towards drawing foce.complete as per drawing and technical specifications.
86.24
10
862.4
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Providing and laying of filter media with granular materials/ stone crust aggrt. Satisfying the requirement laid down in clause 2504.2.2.of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications.
47.45
10
474.5
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Drainage spouts complete as per drawing and technical specifications.
4
10
40
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(SH: Construction of 3m Breast Wall) Annexure-II
-
-
-
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Excavation for Structures Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.
(I) Ordinary soil
(B) Mechanical Means (i) Depth upto 3 m
627.05
10
6270.5
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PCC 1:3:6 in foundation Plain Cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, place in foundation and compacted by vibration including curing for 14 days.
46.48
10
464.79999999999995
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
A Random Rubble Masonry
810.52
10
8105.2
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Providing weep holes in brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full wifth of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
226.6
10
2266
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(SH: Construction of 1.50 m span RCC slab culvert) Annexure-III
-
-
-
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Excavation for Structures(Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
(i) Ordinary soil
B Mechanical Means (Depth upto 3 m)
566.4
10
5664
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Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5m metres below ground/bed level and upto height of 1.5m above ground/bed level
78.96
10
789.5999999999999
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Plain cement concrete M-15 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m below ground/bed level and or 1.5m above ground/bed level i/c formwork
247.98
10
2479.7999999999997
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Reinforced cement concrete M-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position
21
10
210
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Reinforced cement concrete mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position i) M-20
18.9
10
189
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
5.58
10
55.8
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification
9.77
10
97.69999999999999
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( SH: GSB,WBM PC) Annexure-IV
-
-
-
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Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scrified material with in all lifts and lead upto 1000m (i) Mechanical means using Hydraulic excavator
82500
10
825000
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D) Granular Base/Sub-Base with naturally occuring Sand Gravel material
Providing laying and compacting Granular Base/Sub base according to lines, grades and cross sections by using naturally occurred Sand Gravel/confrming to IRC- Grd - II of MOST Specification free from organic or other deleterious constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both sides etc. complete as directed by Engineer-in-charge.
14625
10
146250
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Providing, Laying, Spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening, binding materials to fill up the interstices of Coarse aggregate, watering and compacting to the required density.
-
-
-
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i) Grading - I
6187.5
10
61875
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ii) Grading - II
6187.5
10
61875
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A) Prime Coat on WMM/WBM
(i) P&A primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and sprayung primer @ 0.7 kg/sqm using mechanical means
165000
10
1650000
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P&A tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg/sqm on the prepared bituminous/ granular surface clean with mechanical brooms
165000
10
1650000
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Open - Graded Premix Surfacing (Providing laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
(ii) Case - II: Using Penetration grade Bitumen and Hot Bitumen mixer 0.5 cum
165000
10
1650000
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Seal Coat (providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats
165000
10
1650000
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(SH: Construction of Kutcha drain) Annexure-V
-
-
-
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Surface drains in soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines grades levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment at site within a lead of 1000 metres)
A Mechanical means
30000
10
300000
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(SH: Road safety items) Annexure-VI
-
-
-
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Retro- reflectorised Traffic signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
-
-
-
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iv) 60 cm equilateral triangle
60
10
600
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viii) 60 cm circular
50
10
500
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x3mm angle mounted on a mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing.)
9
10
90
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
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(i) 5th kilometre stone (precast)
7
10
70
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(ii) Ordinary Kilometer stone (Precast)
24
10
240
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Metal Beam Crash Barrier
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
500
10
5000
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control).
50.4
10
504
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