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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date17 Apr 2025
Closing Soon15 May 2025
Tender Amount₹ 27,91,62,689
Costs
EMD
₹ 55,83,254Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_APWD_140199_1Tender No
NIT No. 65/EE/CD/CB/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (a) Earth filling
75.71
542
41034.82
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2nd Year Routine Maintenance
15.98
57498
918833.22
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5th Year Routine Maintenance
15.98
611053
9764629.34
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(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
16
21315
341041.12
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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 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
36
637
22940.28
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill). carriage of mixed material 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 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
Material : Coarse aggregate 45 mm to 22.4 mm @ 30 per cent = 0.399 cum, Aggregates 22.4 mm to 2.36 mm @ 40 per cent = 0.532 cum, Fine aggregate/Crushed sand 2.36 mm to 75 micron @30 per cent = 0.399 cum, water = 0.08 kl.
8965.65
9938
89105381.49
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3rd Year Routine Maintenance
15.98
56611
904656.4
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Earthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 including setting out, removing, spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches, levelling, dressing and ramming the bottom and backfilling with approved material complete as per direction of the Engineer-in-charge /
80.64
1699
137023.49
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Construction of Ordinary Kilometre Stone (Precast)
-
-
-
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Granular Sub-base with Well Graded Material (Table 400.1) GSB grade III
-
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-
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Reinforced cement concrete M 15 grade 200 metre stone with 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 of rural roads.
64
1660
106240
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CROSS DRAINAGE STRUCTURE WORK
-
-
-
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Retro-reflectorised Traffic Signs
-
-
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203
27
18564
501241.23
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
(a) Cement Motor 1:4 (1 cement : 4 sand).
18
17914
322452
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Material: 9.5 mm to 4.75 mm @ 35 per cent = 0.447 cum, 4.75 mm to 2.36 mm @ 12.5 per cent = 0.160 cum, 2.36 mm below @ 52.5 per cent = 0.672 cum, Water = 0.100 kilolitre.
4878.25
9579
46730659.27
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
3188.4
1142
3643161.49
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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
Material : Bitumen emulsion (SS-1) @ 0.85 kg per sqm.
54498.6
68
3753863.57
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1% CESS
-
-
-
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ROAD SAFETY WORK
-
-
-
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
1114.88
522
582011.96
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9 Earth filling in foundation trenches and at the back of abutment, wing walls etc., with earth in layers not exceeding 150mm including inundating each layer by profuse water and poking and ramming layer complete etc. as per direction of Engineer in charge.
11.18
542
6069.62
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Construction of 5th Kilometre Stone (Precast)
-
-
-
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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)
2
21315
42630.12
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202
296.78
1782
528861.96
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Slab Culvert (5m Span x 1 ) 1 No.
-
-
-
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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
-
-
-
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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
1.2
43526
52231.5
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Earthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 including setting out, removing, spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches, levelling, dressing and ramming the bottom and backfilling with approved material complete as per direction of the Engineer-in-charge /
532.73
1699
905214.82
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18%GST(9%CGST+9%UTGST)
-
-
-
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
7090.5
315
2238045.42
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9
(a) earth filling
45
542
24430.95
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ROUTINE MAINTENANCE WORKS (5 YEARS)
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-
-
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Wet Mix Macadam
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-
-
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ii) 600 mm circular
26
6555
170452.62
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Construction of Subgrade and Earthen Shoulders
-
-
-
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Reinforced cement concrete M 15 grade 5th Kilometre stone with 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 of rural roads.
3
10465
31397.91
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Construction of Embankment with Material Obtained from Borrow Pits
-
-
-
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
(a) Cement Motor 1:4 (1cement: 4 sand).
52.61
17914
942455.54
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Toe Wall
-
-
-
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1st Year Routine Maintenance
15.98
28061
448417.5
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Total of (A+B) With (Cess @1%+ GST 18%)
-
-
-
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ROAD FURNITURE
-
-
-
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PMGSY informatory sign board
-
-
-
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Proving and placing of boulder apron laid in sausage wire crate of specified sizes made of 4 mm dia GI wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stiching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 40 Kg. each properly @ 0.90 cum /cum and stiching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidential charges in this connection..
15.35
9570
146905.33
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Construction of Embankment with Material Obtained from Roadway Cutting
-
-
-
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Random rubble masonry (dry) in case of stone pitching laid with cement mortar (1:5)
102
17885
1824270
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Total of Quoted Amount (A)
-
-
-
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i) 600 mm equilateral triangle
72
6278
452053.44
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Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.58
102230
263754.12
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PROTECTIVE WORK Total Length 75 m
-
-
-
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects
Material : Bitumen@ 5.2 percent of mix = 0.123 ton, 20-10 mm 38 percent = 0.567 cum, 10-5 mm 17 percent = 0.254 cum, 5 mm and below 43 percent = 0.641 cum, Filler @ 2 percent of weight of aggregates = 0.045 cum.
2179.94
23211
50599808.11
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4th Year Routine Maintenance
15.98
86822
1387429.78
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Providing plain/reinforced cement concrete in Sub-structure with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M15Face Wall
18.47
18037
333157.06
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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 25mm x 5m 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 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm * 450mm * 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
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-
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PAVEMENT WORK
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-
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Dismantling of structures
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-
-
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Providing plain/reinforced cement concrete in Sup-structure with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M 25 Face Wall
18.71
23129
432754.07
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Clearing and grubbing road land
-
-
-
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
53430
12
691384.2
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DRAINAGE WORK Total Length 500 m
-
-
-
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Grand Total Of (A+B)
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-
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Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70mm width and required m.essage, letters, figures with reflective engineering grade tape per MORD as specifications of required shade and colour. Supported and welded on 47mm x47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M / s flat iron 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, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10
38206
382068
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Reinforced cement concrete M 15 grade Ordinary kilo metre stone with 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 of rural roads.
14
6616
92633.38
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Construction of 200 Metre Stone (Precast)
-
-
-
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Providing plain/reinforced cement concrete in open foundation with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M10Face Wall
5.17
17785
91952.07
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(i) Providing and applying tack coat with Bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Material : Bitumen emulsion (RS - 1) @ 0.225 kg per sqm.
54498.6
18
1024573.68
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
180
1699
305856
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Removing all types of Hume pipes
-
-
-
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Tack Coat
-
-
-
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
-
-
-
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(1) Providing and fixing of retro-reflectorised cautionary. mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
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Direction and place identification signs up to 0.9 sqm size board
-
-
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
28.36
9655
273834.23
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Total of A+B
-
-
15974519.82
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Providing plain/reinforced cement concrete in open foundation with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of Specification for Rural Roads (1st Revision). (Pakur Variety P.C.C. grade M 15
209.38
18037
3776496.88
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1/2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
15
6717
100762.05
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
380.63
1699
646708.52
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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 with lead upto 1000 m as per Technical Specification Clause 303.1.
6746.7
506
3414774.74
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Providing plain/reinforced cement concrete in Sub-structure with or without reinforcements in any part of foundation with graded stone chips of appropriate nominal sizes including screening and cleaning of coarse aggregates, fine aggregates(sand) conforming to proper grading zone, both of approved quality and cement as necessary, mixing in concrete mixer of suitable capacity and cost of curing with water, including preparation of design mix approved of the same by the Engineer in charge , cost for quality control, sampling, testing etc. including cost of form work but excluding reinforcement complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M 20 Face Wall
304.35
19635
5976064.43
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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
10
1276
12768.8
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Bituminous Concrete
-
-
-
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Total of Maintanance Cost of (B)
-
-
-
Evaluation Notes How It Works ?
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