Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Feb 2024
Closing Date13 Feb 2024
Tender Amount₹ 1,36,72,000
Costs
EMD
₹ 2,73,000Document Cost
₹ 2,730Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_35744_112Bid Award Id
ViewTender No
CE/DEV/TB/906/2023-24/01Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Excavation in soil in Hilly Area by mechanical means including cutting and trimming ofside slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20m as per Technical Specification Clause 1603.1
1333.5
-
106.33
Construction of Subgrade and Earthen Shoulders. 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 upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land
1045
-
339.68
Construction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment 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.
251.06
-
2130.23
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 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 . 3) WBM Grading -iii Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means
125.53
-
3810.9
Providing & laying of Interlocking Concrete Block Pavement(M40) having thickness 80mm as per drawing and technical specification clause 1504.Complete including carriage (including Edge block/ Edge restraints)
1673.75
-
1161.08
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soilto specified lines, grades, levels and imensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical
Specification Clause 307. (A) Manual means.
1200
-
73.22
R.C.C Box Cell Culvert 1.0m x 1.0 (Single Cell)
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
18.43
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
1.37
-
6036.57
Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203
RCC Grade M 20
11.77
-
7072.9
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204
RCC Grade M 20
For height upto 5 m
5.17
-
7480.6
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
20
-
134.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 For design mix RCC M 20
3.2
-
7953.46
Providing and laying parapeet with PCC M15 as per drawing and technical specifications Clauses 800, and 1208.4
0.34
-
6723.16
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.93
-
53572.17
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.25
-
53724.27
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.02
-
55239.94
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand Filling
16.88
-
1644.26
Cement Concrete Open Drain
Excavation for Structures. Earth work in excavation fo structure as per drawing 7 technical specifacation Clause 305.1 incluiding setting out Costruction of shoring and bracing , removal of stumps and other deletirious of shoring and disposal up to a lead of 50m, dressing of side and bottom and back filling in trenches suitable mayerials.(up to 3m depth.)
162
-
127.69
Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203.(A)With Natural Graval. Ii PCC Grade M10 (i)nominal mix-(1:3:6)
16
-
5607.63
Plain/Reinforced cement concrete in sub stucture complete as per drawing and techinal specification clause 802,804,805,806,807 & 1204 RCC.(A)with Natural Gravel. (ii)PCC M20,(i)Nominal Mix (1:2:4)
84
-
6582.14
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
600 mm equilateral triangle
1
-
3933.19
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
600 mm circular
1
-
5345.8
Painting on Concrete/Steel Surfaces with Epoxy
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
165
-
143.85
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 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
1
-
24845.31
Utility Shifting
1
-
18645
(ii) Dilkush Tea Garden Main Road:-Road from 4 No Rabipur Punjee to Lilianpur
Clearing and Grubbing road land including uprooting wild vegetation ,grass,bushes,shrubs,saplings and trees of girth upto 300m,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 150mm in thickness as per T.S clause 201.(i) By Manual Means (A)In area of non thorny jungel.
0.5
-
52995.08
Construction of Embankment with Material Obtained from Borrow Pits.Construction of embankment with approved materials 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.(i) Private Land.
2644.96
-
258.21
Construction of Subgrade and Earthen Shoulders. 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 upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land
1900
-
339.68
Construction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment 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.
450
-
2245.4
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 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 . 3) WBM Grading -iii Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means
225
-
3950.06
Providing & laying of Interlocking Concrete Block Pavement(M40) having thickness 80mm as per drawing and technical specification clause 1504.Complete including carriage (including Edge block/ Edge restraints)
3000
-
1161.08
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soilto specified lines, grades, levels and imensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical
Specification Clause 307. (A) Manual means.
1590
-
73.22
H.P culvert NP3 (single barrel)1000.00mm
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
46.13
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (B) With Natural Gravel (i)PCC -Grade M10 (1:3:6).
3.61
-
6036.57
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
6.88
-
5894.19
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (ii)Brick masonry in 1:4 cement mortar.
33.53
-
7450.77
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. (ii) 1000mm dia
15
-
7787.85
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
51.07
-
146.41
H.P culvert NP3 (single barrel)600.00mm
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
10.63
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (B) With Natural Gravel (i)PCC -Grade M10 (1:3:6).
1.15
-
6036.57
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
1.44
-
5894.19
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (ii)Brick masonry in 1:4 cement mortar.
9.43
-
7450.77
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. (iii) 600 mm dia
7.5
-
3272.25
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
17.09
-
146.41
R.C.C Box Cell Culvert 3.0m x 3.0 (Double Cell)
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
106.81
-
127.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
11.17
-
6036.57
Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203
RCC Grade M 20
33.22
-
7072.9
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204
RCC Grade M 20
For height upto 5 m
24.92
-
7480.6
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
4
-
134.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 For design mix RCC M 20
15.03
-
7953.46
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.23
-
53572.17
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.91
-
53724.27
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.02
-
55239.94
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
24.2
-
2763.19
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A.With crushed stone
2.97
-
14419.59
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
600 mm equilateral triangle
1
-
3933.19
Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
600 mm circular
1
-
5345.8
Painting on Concrete/Steel Surfaces with Epoxy
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
300
-
143.85
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 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
1
-
24844.6
Utility Shifting
1
-
33900
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