Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date13 Apr 2021
Closing Date3 May 2021
Tender AmountRefer Documents
Costs
EMD
₹ 5,93,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_pwd_32104_1Bid Award Id
ViewTender No
2017/141yata-12/2020 dated 07/04/2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work.
25.99
-
-
C/O 1 m span scupper with CC base . 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 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
727.28
-
-
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
180.79
-
-
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
39.76
-
-
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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
226.54
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25
27.48
-
-
Hand Packed stone filling in 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)
67
-
-
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)
3.23
-
-
Making superelevation with lowering in half width and filling in remaining half width with coolie walling including supply of all material , labour, T&P etc required for proper completion of work.
-
-
-
Lowering
480
-
-
filling
480
-
-
coolie walling
180
-
-
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.
2116.54
-
-
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 work
5
-
-
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 Specifica tion Clause 405.
1469.8
-
-
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 work
5
-
-
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.
1469.8
-
-
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 work
5
-
-
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
19597.51
-
-
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
19597.51
-
-
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 or Type B or Type C as per Technical Specification Clause 508.
19597.51
-
-
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 using bitumen VG 10
19597.51
-
-
Construction of pucca drain as per drawing including supply of material, labour and T&P etc required for proper completion of work.
-
-
-
Excavation in foundation in all type of soils and rocks including all leads, lifts and disposal of surplus excavated earth as direction 30 mtr. including supply of all materials, labour, T&p etc. required for proper completion of the work.
276.72
-
-
Random Rubble Stone Masonry laid in dry, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)
84.12
-
-
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, 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
97.06
-
-
Providing concrete for plain/reinforced concrete grade M 20 Nominal mix 1:2:4 (Hand mixed) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
37.09
-
-
Construction of unlined surface drain of average cross sectional area 0.40 sqm in ordinary rock to specified lines , grades, levels, and dimensions as per approved design and technical specifications clause 307. Excavated material to be used in embankment at site.( after deduction of scupper and pucca drain length)
3657
-
-
Construction of parapet in cement plum masonary with 60% plum & 60% 1:3:6 cement concrete including supply of all meterial, labour, T&P etc. Required for proper completion of work.
71.55
-
-
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.
1996
-
-
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). for muck disposal
174
-
-
Providing and 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)
-
-
-
600mm equilateral triangle
20
-
-
800x600 rectangle
14
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements