Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Feb 2024
Closing Date28 Feb 2024
Tender AmountRefer Documents
Costs
EMD
₹ 14,00,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_pwd_69587_2Bid Award Id
ViewTender No
615/141yata-12/2022-23 date 31-01-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Coolie wall
326.25
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Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisitet type of screening / binding materials to fill up the intristices of coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, &maintenance of diversions etc.[Grading of no-1] (45-90 mm size).
3083.07
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)
362.5
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Patri filling After soling
Construction of Embankment with Material Obtained from Roadway Cutting 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 equirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
580
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Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisitet type of screening / binding materials to fill up the intristices of coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, & maintenance of diversions etc.[Grading of no-2] (45-63 mm size).
2141.01
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)
271.88
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Patri filling After Inter
Construction of Embankment with Material Obtained from Roadway Cutting 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
598.13
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WBM Grading 3
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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
2141.01
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)
271.88
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Patri filling with Local Soil with coolie walling after laying of top coat including supply of all material, labour and T&P etc. required for proper completion of the work.
598.13
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2 cm thick premix carpat in 3.75 m width.
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.90 kg/sqm using mechanical means for medium porosity.
28546.88
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Tack coat using VG-10 grade bitumen @0.35kg/sqm,over normal bituminous surfaces
28546.88
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified itumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means
28546.88
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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 B, as per Technical Specification Clause 510
28546.88
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Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in mbankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307
1129.5
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C/O of pucca drain with CC : Construction of pucca drain as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
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Excavation in foundation for retaining & brest wall in all types of soils and rocks including all lead & lift and disposal of surplus material as per direction of Engineer-in-charge.
177.63
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Random Rubble Masonary laid dry in breast wall,retaining wall including supply of all materials,labour and T&P, royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
79.75
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Random rubble masonry In 1:5 cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Random rubble masonry In cement mortar (1:5)
121.8
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
598.13
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Retaining Wall/Breast wall
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Excavation in foundation for retaining & brest wall in all types of soils and rocks including all lead & lift and disposal of surplus material as per direction of Engineer-in-charge.
5454.1
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Random Rubble Masonary laid dry in breast wall,retaining wall including supply of all materials,labour and T&P, royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
2327.33
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
231.32
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Construction of Scupper
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Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus materialas per direction of engineer - in - charge
575.12
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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, placed in foundation and compacted by vibration including curing for 14 days.
44.56
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807, 1202 ans 1204 R.C.C grade M 25
33.44
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Random rubble masonry In 1:5 cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Random rubble masonry In cement mortar (1:5)
225.44
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Supplying, fitting and placing HYSD bar reinforcement in foundation /sub structure /superstructurecomplete as tonne per drawings and technical specifications Clauses 1000 and 1202 . (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6) including supply of all material labour t&p. 1. SAIL (Steel Authority of India Ltd.) 2. RINL (Rashtriya Ispaat Nigam Ltd.) 3. Tata Steel 4. Shyam Steel Industries Ltd.
2.42
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
208
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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 width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
100.8
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Construction of Parapet
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Excavation in foundation for retaining & brest wall in all types of soils and rocks including all lead & lift and disposal of surplus material as per direction of Engineer-in-charge.
36.75
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6
55.16
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Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
189
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White washing of parapet walls of CD work and tree truncks
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
1344
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miscellaneous item such as edge stones, view points,
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
8
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Reinforced cement concrete M15 grade hectometer 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
29
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Providing edge stones on valley side of formation as per drawing metre and Technical Specification Clause 1608.2.6
2900
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Sinage & road safety item such as crash barrier
-
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
183.57
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
183.57
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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 810)
2064
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fixing of corrosion resistant 2mm thick DG Grade Type XI retro- reflective cautionary, mandatory, informatory sign board with 10 year warranty as per IRC:67 made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting of letters on Electro cut film, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), 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 issued in original by retro-reflective sheeting manufacturer having operations in India by their indian subsidary. (Clause No. 801 of MORTH) 600 x 450 mm Rectangle
10
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Traffic Signs, 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 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 801 600 mm equilateral triangle
8
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Road Delineators / Vertical Guide Posts: Supply and fixing of MS delineators 1000 mm long , having a diameter of 75 mm and thickness 4mm and having atleast 3 ifferent colour strips of 75 mm wide Type IV retroreflective tape around the black painted pole attached with 150 mm x 25 mm x 6 mm MS flats welded at bottom to be fixed in M15 concrete base as directed by the Engineer in Charge as per IRC: 79 (Recommended Practice for Road elineators) and Clause no. 806 of MORTH specifications.
1107
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Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
1450
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Widening of the road excavation in hill side cutting in all type of soil and rock which may be met at site for making the road as per plan and L-section with reference to level and back cutting pillars fixed at site including all leads & lift and disposal of excavated materials and also including jungles clearance and uprooting of trees complete and also including supply of all materials labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.and Loading .unloading of earth ,sand, Moorum , Manure Flyash by mechnical means including a lead upto 30 m ( placing tipper at loading point, leading with front end loader) including Haulage of material by tipper in kachcha track and track in river bed/ nallah bed and choe bed.
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Km 16 to Km 23
1
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Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge.
32.4
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Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications
Clause 802, 803, 1202 & 1203 of MORD Specifiction.
10
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204Stone masonry in cement mortor 1:5
72.74
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Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
16.2
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Hand Packed stone fillingin back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
4.5
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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 PCC M 10.
21.24
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Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then0.2 cum capacity and appropriate weigh batcher using approved mix design, laidin approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
7.2
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter
15
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Culvert
-
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
259.24
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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
14.16
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
14.16
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 20
15.38
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25
20.08
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
2.81
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Random Coursed Rubble stone masonry in 1:4 cement and sand mortar in superstructure including supply of all materials, labour,T&P required for proper completion of the work.
140.02
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204Stone masonry in cement mortor 1:5
174
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
61.16
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Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
90
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Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with twodiaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
30
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 25 mm dia nominal bore
48
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter
43.28
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