Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Sep 2023
Closing Date25 Oct 2023
Tender AmountRefer Documents
Costs
EMD
₹ 3,63,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_pwd_64016_1Bid Award Id
ViewTender No
4101/56-M/2023-24 DT 18-09-2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions)
50
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Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement
60
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Providing edge stone on valley side of formation as per drawing and Technical specification Clause 1608.2.6 as per MORD spec. 1600 Sr. No. 8.9 (0.49mtr @ 247.00/ mtr =121.03)
314
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Providind and Laying of parapet with PCC M 15 Nominal mix (1:2.5:5) as per standard drawing & technical specifications Clauses 800 and 1208.4 including supply of all material, labour, T&P etc. required for proper completion of the work and specified in detailed drawing with white washing complete as per the direction of Engineer-in-chjarge. (Excavation in foundation)
13.84
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PCC M-10 (1:3:6)
13.84
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Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete
28.38
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Construction of Hill side Pucca KC Drain in accordance with the requirement of specification true to line and drades dimensions and other particulars as per Drawing including all material labour T&P etc required for proper completion of the work as directed by Engineer in charge (Excavation in foundation in sll type of soil)
67.56
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Stone masonry in cement mortar 1:5
43.33
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Cement Plaster 15mm thick 1:4 on stone masonry
217.5
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Construction of Trapazoidal kutcha drain (0.60 m x 0.45 m) size as per drawing excluding gapes for C/D structures including excavation in all type of soil and rocks as met at site including supply of all materials, labour, T&P lead, lifts, disposal of excavated materials etc as per direction of Engineer-in-charge
800
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Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. (Excavation in foundation )
303.96
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Providing and laying plain cement concerte (M-10) in 1:3:6 ( 1 cement, 3 coarse sand,6 40mm stone ballast & 20mm stone ballast)
26.33
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R.R. stone masonary 1:5 ( 1 cement, 5 fine sand) including supply of all material labour and T&P etc. requred for proper comletion of work
94.58
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M25 grade)
13.29
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 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)
15.85
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Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, (M-25)
1.46
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100mm AC pipe as Weep hole
105
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RR Dry stone masonary in Kharanja bottom of Catchpit
51.78
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Construction of causeway with R.R. dry kharnja, plain cement concerte 1:3:6, C.C. M-30 including supply and fixing of M.S. steel reinforcement and requried excavation etc. completed all respect as per drawing approved by CE Level - I P.W.D. Uttarakhand (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)
97.92
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Random Rubble Masonry laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, t & p & royalty etc, required for proper completion of work.
18.75
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Nominal mix 1:3:6 (P.C.C grade M 10)
24.06
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P.C.C grade M 30
10.28
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Random rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for cross drainage structures, retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge..
74.99
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
28.13
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Patri filling deduction in full length for drain width pavement material width & deduction in 50% length for coolie wall/Retaining wall
1331.73
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Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)
27
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WBM Grading 1 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 1 as per Technical Specification Clause 405.
1200.42
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WBM Grading 2 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 2 as per Technical Specification Clause 405.
837
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(WBM G-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.
837
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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 at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. (Medium porosity)
11722.5
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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.
11722.5
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20mm thick Open-Graded Premix Carpet using Bituminous Emulsion (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 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 Type B as per Technical Specification Clause 508
11722.5
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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 (Bitumen (VG-10))
11722.5
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Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved .
3
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Same as above item No. but for 200 meter stone
12
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Providing and fixing of Trafic Sign Boards )Cautionary, mandatory & infomatory( as per attached drawing duly painted and writen as per MORD specification and direction by Engineer in charge (600 mm equilateral triangle)
8
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Providing and fixing of semi reflective Direction and Place identification sign boards up to 0.90 sqm as per attached drawing and direction by Engineer in charge
2.7
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Maintenance 1st Year 0.5% =
1
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Maintenance 2nd Year 1.00% =
1
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Maintenance 3rd Year 1.50% =
1
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Evaluation Notes How It Works ?
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