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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹16.4 L (9.50%)Admitted-Finance | ₹1.9 Cr+₹16.4 L (9.50%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per attached letter |
| Sl No | Description | Qty | Unit | M/S DOON INFRASTRUCTURE L1 | Shivalik Infraventures Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of Structures
(Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
Reinforced cement concrete grade M-20 & above | 160.14 | Cum | 1,850 ₹2,96,259 Lowest | 1,862 ₹2,98,180.68 |
| 2.00 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting.
(Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 1,211.25 | Cum | 120 ₹1,45,350 Lowest | 251 ₹3,04,023.75 |
| 3.00 | 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 | 321 | Cum | 384 ₹1,23,264 | 366 ₹1,17,486 Lowest |
| 4.00 | 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 and compacted by vibration including curing for 14 days.)
for 14 days.) | 391.36 | Cum | 4,200 ₹16,43,712 Lowest | 6,070 ₹23,75,555.2 |
| 5.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). | 664 | No's | 7,500 ₹49,80,000 Lowest | 8,983 ₹59,64,712 |
| 6.00 | Dry rubble Flooring | 100 | Cum | 1,707 ₹1,70,700 | 1,600 ₹1,60,000 Lowest |
| 7.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)P.C.C. grade M-20 Nominal mix (1:2:4) | 146.99 | Cum | 7,750 ₹11,39,172.5 | 7,389 ₹10,86,109.11 Lowest |
| 8.00 | Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class
bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement
mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) | 90 | Rm. | 19,890 ₹17,90,100 | 18,965 ₹17,06,850 Lowest |
| 9.00 | Granular Sub-base with Close Graded Material (Table:- 400-1)
By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | 45 | Cum | 2,138 ₹96,210 | 2,038 ₹91,710 Lowest |
| 10.00 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification | 384.85 | Cum | 4,400 ₹16,93,340 Lowest | 4,826 ₹18,57,286.1 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
7 Feb 2022, 12:00 pmClosed
SE(NH)PWDDehradun
Superintending Engineer 10th NH Circle PWD Dehradun
Rehabilitation of 03 Nos bridges work in km. 44((8-10), km. 47(0-2) and km. 59(8-10) (Bhadrigad) on NH-123(507) in the State of Uttarakhand under Annual Plan 2021-22
2022_MoRTH_667400_1
73/13 Yata-NH-10/2022 dated 06.01.2022
Open Tender
Civil Works - Roads
Item Rate
365 days
NH-123(507)
As per tender documents
2 documents required · 2 mandatory
₹14,800
As per detailed NIT
₹4.0 L
SE(NH)PWDDehradun
21 Mar 2022
8 Jan 2022
8 Feb 2022
8 Jan 2022
7 Feb 2022
24 Jan 2022
22 Jan 2022
Amount
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Reinforced cement concrete grade M-20 & above
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
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
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 and compacted by vibration including curing for 14 days.) for 14 days.)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
Dry rubble Flooring
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)P.C.C. grade M-20 Nominal mix (1:2:4)
Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC M-35 Grade.
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Drainage Spouts complete as per drawing and Technical specification
Strip Seal Expansion Joint- (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
Repair of steel Railing (Repair of steel railing to bring it to the original shape)
Supply of J.C.B. Machine ( Hydraulic Excavator 0.9/1.0 cum) & Tracked Excavator-200 for Diversion of Road Due to Reconstuction of New slab of Yamuna Bridge in Km 44(8-10) on higher charges for Diversion of Yamuna river including cost of diesel, wages of oprator, POL and carriage upto site from Km. 44-45 on N.H. 123 (507) .
Excavator Backhoe Loader
Tracked Excavator-200
Shivalik Infraventures Pvt Ltd
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