Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Sep 2023
Closing Date20 Oct 2023
Tender AmountRefer Documents
Costs
EMD
₹ 3,44,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Under C.m. Ghosna No. 753/2021 Damrikaran Of Chalkudiya Masmoli Saknoli Naukholi Motor Road Of Chaubattakhal Constituency Block Pokhra Of District Pauri Garhwal Km 3 To 5
Description
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Contact
Tender Id
2023_pwd_63950_2Bid Award Id
ViewTender No
6306/141yata 12/2023-24 date 19-09-2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
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coolie walling
108
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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).
1275.75
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Patri filling with Local Soil with coolie walling after laying of soling coat including supply of all material, labour and T&P etc. required for proper completion of the work.
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E&B
240
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coolie walling
150
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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).
885.93
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Patri filling with Local Soil with coolie walling after laying of inter coat including supply of all material, labour and T&P etc. required for proper completion of the work.
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E&B
247.5
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coolie walling
112.5
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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 coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, & maintenance of diversions etc.[Grading of no-3] (22.4 - 53 mm size).
885.93
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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.
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E&B
247.5
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coolie walling
112.5
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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 praying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
11812.5
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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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
11812.5
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) 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 as per
Technical Specification Clause 508.Bitumen (VG-10)
11812.5
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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 as per Technical Specification Clause 510 Case - I : Type A
11812.5
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Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means
495
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C/O of pucca drain with CC : Construction of K.C. type 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
24.5
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RR1:5
16.7
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Plaster 1:4
82.5
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Construction of (2.00x0.45x0.60) size parapet in 1:5 C.S mortar, cc M10 in base and pcc M20 in top of parapet including supply of all material,labour,T&P etc. required for proper completion of work.
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E/W
26.07
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PCC (1:3:6)
26.07
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RR 1:5
69.81
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PCC (1:2:4)
2.97
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Plaster 1:4
518.4
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white washing
518.4
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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
3
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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
12
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Providing edge stones on valley side of formation as per drawing metre and Technical Specification Clause 1608.2.6
1200
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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
3
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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 ( if Concrete Required for Vertical post Fixing will be paid extra)
300
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Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300
anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and
with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous
curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as
per IRC 67 and IRC 79. 1,524.20 No. 5
300
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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.
600
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c/o pucca Scupper/catchpit as per drawing and Technical Specification
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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
141.16
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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.
10.62
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Plain/Reinforced Cement Concrete in 1:2:4 in foundation complete as per Drawing and Technical Specifications.
0.54
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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 20
5.48
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Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.
66.46
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Supply, fitting & placing of HYSD or TMT BAR reinforcement (Fe415) in super structure complete as per MORD specification and directed by Engineer in charge.
0.76
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
28.78
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