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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 Cr+₹2.0 L (0.56%)Admitted-Finance 431 9 INDIRA UDHYAN MARG VIKASNAGAR DEHRADUN | ₹3.7 Cr+₹2.0 L (0.56%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | - | - | Rejected-Technical Not Responsive |
| Sl No | Description | Qty | Unit | M/S SINGH CONSTRUCTION L1 | AA CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | (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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (Rate Exclusive of GST) | 318.07 | Cum | 3,114.1 ₹9,90,501.79 | 3,110 ₹9,89,197.7 Lowest |
| 2.00 | 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 (Rate Exclusive of GST) | 92,287.5 | Sqm | 11.4 ₹10,52,077.5 Lowest | 11.4 ₹10,52,077.5 Lowest |
| 3.00 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects by using Approved Admixture (for Grading-II (bituminous binder @ 5.4 % of mix)) (Rate Exclusive of GST) | 2,768.63 | Cum | 11,225 ₹3,10,77,871.75 Lowest | 11,300 ₹3,12,85,519 |
| 4.00 | 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. (Rate Exclusive of GST | 1,845.75 | Sqm | 438.2 ₹8,08,807.65 | 438 ₹8,08,438.5 Lowest |
| 5.00 | Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitable material approved by Engineer in charge (Marker must support a load of 13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or equivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications. The RPM must have reflective panels with micro prismatic lens where area of each retro reflective surface shall not be less than | 1,242 | No | 296.7 ₹3,68,501.4 | 296 ₹3,67,632 Lowest |
| 6.00 | 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 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 | 913 | No | 539.5 ₹4,92,563.5 | 539 ₹4,92,107 Lowest |
| 7.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 69.52 | Cum | 346.4 ₹24,081.73 | 346 ₹24,053.92 Lowest |
| 8.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix (1:2.5:5)) | 69.52 | Cum | 5,851.8 ₹4,06,817.14 | 5,851 ₹4,06,761.52 Lowest |
| 9.00 | 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) | 550 | R/m | 2,852 ₹15,68,600 Lowest | 2,852 ₹15,68,600 Lowest |
Tender Value
Refer Docs
EMD Value
₹7.4 L
Closing Date
28 Nov 2020, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer 6th Circle Public Works Department Uttarkashi
Strengthening of road in District Uttarkashi, Uttarakhand State by Bituminous concrete in Tyuni Purola Naugaon Motor Road SH-17 Length 23.00 KM under Special Assistance Scheme
2020_pwd_27550_1
4793/56M-06/2020-21 dt 07-11-2020
Open Tender
Civil Works - Roads
Item Rate
90 days
Mori Purola
As Per NIT and Technical Bid
3 documents required · 3 mandatory
₹5,900
Executive Engineer C D PWD Purola
₹7.4 L
6th Circle P.W.D.Uttarkashi
9 Dec 2020
16 Nov 2020
28 Nov 2020
16 Nov 2020
28 Nov 2020
17 Nov 2020
17 Nov 2020
Amount
(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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (Rate Exclusive of GST)
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 (Rate Exclusive of GST)
Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects by using Approved Admixture (for Grading-II (bituminous binder @ 5.4 % of mix)) (Rate Exclusive of GST)
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. (Rate Exclusive of GST
Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitable material approved by Engineer in charge (Marker must support a load of 13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or equivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications. The RPM must have reflective panels with micro prismatic lens where area of each retro reflective surface shall not be less than
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 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
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix (1:2.5:5))
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)
AA CONSTRUCTIONS
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