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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹22,801.84 (0.15%)Admitted-Finance | ₹1.5 Cr+₹22,801.84 (0.15%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical 5 A WEST REST CAMP DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Daya Ram L1 | Yamuna Nirman L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 71.8 | Cum | - | - |
| 2.00 | 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 PWD Uttarakhand specifications) | 96 | Cum | - | - |
| 3.00 | 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.(As per PWD Uttarakhand specifications) | 309.9 | Cum | - | - |
| 4.00 | 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) | 12.75 | Cum | - | - |
| 5.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
P.C.C grade M 20 | 44 | Cum | - | - |
| 6.00 | Construction of Parapet in size of 2.00 X 0.50 X 0.50 Mt. operation including excavation, Cement plum masonry & whitewashing including supply of all matarials, labour T&P etc. required for proper completion of the work. | 2,300 | Nos. | - | - |
| 7.00 | Providing & fixing of 3M standard metal delineator consisting of minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro primitive non-metallic retro reflective sheeting on each side confirming with IRC 67:2012 and meeting the co-efficient of retro-reflective values as per ASTM D-4956 type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro-reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less then 800 mm above the ground. Width not less then 100 mm and shall extend not more than 300 mm below the ground. While being stalled. The front and back faces of the delineator should be covered with a radius of not more than 200 mm and with delta angle (for central angle of curve) lying between 20 degree and 30 degree, to increase visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The product shall be provided with 3 year outdoor weathering report as per ASTM & IRC standard & 10 Years warranty confirmation as per IRC 67: 2012 standards for the reflective sheeting used in product. The reflectivity of sheeting used in the product shall meet and exceeds IRC 67:2012 reflective value requirements. 1000 mm long , having a diameter of 75 mm and thickness 4mm and having atleast 3 different 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 Delineators) and Clause no. 806 of MORTH specifications | 1,100 | Nos. | - | - |
| 8.00 | 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) | 2,175 | R.M. | - | - |
| 9.00 | Road Delineators
(Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) | 40 | Nos. | - | - |
| 10.00Retro- 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 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | |||||
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
27 Oct 2020, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction of Parapets, Crash Barrier and Sign board etc. in Haripur - Ichhari - Kwanu - Minus motor road (SH-21) km 1 to 30 in Chakrata Constituency, Distt Dehradun under C.M. Ghosna No.-460/2012 under T.S.P.
2020_pwd_26376_1
3848/1C-9/2020, Dated 14-09-2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Haripur - Ichhari - Kwanu - Minus motor road
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Sahiya
₹3.4 L
Superintending Engineer, 9th Circle, PWD, Dehradun
4 Nov 2020
28 Sept 2020
27 Oct 2020
28 Sept 2020
27 Oct 2020
13 Oct 2020
12 Oct 2020
Amount
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
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 PWD Uttarakhand specifications)
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.(As per PWD Uttarakhand specifications)
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)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 20
Construction of Parapet in size of 2.00 X 0.50 X 0.50 Mt. operation including excavation, Cement plum masonry & whitewashing including supply of all matarials, labour T&P etc. required for proper completion of the work.
Providing & fixing of 3M standard metal delineator consisting of minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro primitive non-metallic retro reflective sheeting on each side confirming with IRC 67:2012 and meeting the co-efficient of retro-reflective values as per ASTM D-4956 type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro-reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less then 800 mm above the ground. Width not less then 100 mm and shall extend not more than 300 mm below the ground. While being stalled. The front and back faces of the delineator should be covered with a radius of not more than 200 mm and with delta angle (for central angle of curve) lying between 20 degree and 30 degree, to increase visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The product shall be provided with 3 year outdoor weathering report as per ASTM & IRC standard & 10 Years warranty confirmation as per IRC 67: 2012 standards for the reflective sheeting used in product. The reflectivity of sheeting used in the product shall meet and exceeds IRC 67:2012 reflective value requirements. 1000 mm long , having a diameter of 75 mm and thickness 4mm and having atleast 3 different 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 Delineators) and Clause no. 806 of MORTH specifications
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)
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
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 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
90 cm equilateral triangle
60 cm equilateral triangle
60 cm circular
80 mm x 60 mm rectangular
60 cm x 45 cm rectangular
60 cm x 60 cm square
Yamuna Nirman
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