Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹2.5 L (1.65%)Admitted-Finance | ₹1.6 Cr+₹2.5 L (1.65%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹2.9 L (1.92%)Admitted-Finance | ₹1.6 Cr+₹2.9 L (1.92%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹5.0 L (3.24%)Admitted-Finance | ₹1.6 Cr+₹5.0 L (3.24%) | L4 | Admitted-Finance |
| 5 | L5₹1.6 Cr+₹11.2 L (7.34%)Admitted-Finance | ₹1.6 Cr+₹11.2 L (7.34%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ms Ajab Singh Rana And Bros L5 | M/s Amit Joshi L2 | CHUNNI LAL L1 | Daya Ram L4 | tikam singh rana-tikam singh rana L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00HILL SIDE CUTTING | ||||||||
| 1.01 | Excavation in hill side cutting along with marked alignment between the job pillers of making the road 5.95 m wide on straight reaches with extra widening of curves as specified as shown on plan & section and including making hill side katcha drain as per drawing in all types of soil, rocks & shales and including the disposal of cutting material from the lead with all leads & lifts with roots & final dressing of road with clearance of slip during construction period also including supply of all materials, labours, earth cutting/moving machinary and T&P etc. required for completion of the work. (Ref: Clause 1603.1 & 1603.2 and Special condition for hill side cutting) | 1 | L.S Job | 51,51,000 ₹51,51,000 | 55,00,000 ₹55,00,000 | 50,00,000 ₹50,00,000 | 44,00,000 ₹44,00,000 Lowest | 47,00,000 ₹47,00,000 |
| 1.02 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | 1,108.89 | Cum | 60 ₹66,533.33 | 60.33 ₹66,893.72 | 10 ₹11,088.89 Lowest | 50 ₹55,444.44 | 57.15 ₹63,373 |
| 1.03 | Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for haulage and return trip) | 15,543.82 | Cum | 10 ₹1,55,438.24 | 9.88 ₹1,53,572.98 | 1 ₹15,543.82 Lowest | 10 ₹1,55,438.24 | 9.36 ₹1,45,490.19 |
| 1.04 | Haulage excluding Loading & Unloading- Haulage of materials by tipper excluding cost of loading, unloading and stacking. Katcha Track and Track in River Bed/Nallah Bed and Choe Bed | 15,543.82 | Cum | 19 ₹2,95,332.66 | 18.24 ₹2,83,519.35 | 5 ₹77,719.12 Lowest | 15 ₹2,33,157.36 | 17.5 ₹2,72,016.92 |
| 2.00PROTECTION WORK | ||||||||
| 2.01 | Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification. | 407.26 | Cum | 350 ₹1,42,541 | 337.63 ₹1,37,503.19 | 150 ₹61,089 Lowest | 300 ₹1,22,178 | 290 ₹1,18,105.4 |
| 2.02 | Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. | 1,115.16 | Cum | 1,500 ₹16,72,740 Lowest | 1,500 ₹16,72,740 Lowest | 1,900 ₹21,18,804 | 1,700 ₹18,95,772 | 1,700 ₹18,95,772 |
| 2.03 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 943 | Nos. | 160 ₹1,50,880 | 164.35 ₹1,54,982.05 | 50 ₹47,150 Lowest | 120 ₹1,13,160 | 150 ₹1,41,450 |
| 2.04 | Random Rubble stone masonry for structure laid 1:6 by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. | 67.6 | Cum | 2,800 ₹1,89,280 | 3,307.24 ₹2,23,569.09 | 3,400 ₹2,29,840 | 2,700 ₹1,82,520 Lowest | 3,050 ₹2,06,180 |
Tender Value
Refer Docs
EMD Value
₹4.4 L
Closing Date
17 Jun 2021, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction work of Chakrata Tyuni motor road to Sui Kachanu motor road in Chakarta Constituency, Distt. Dehradun under C.M. Ghoshna no. 199/2014.
2021_pwd_32079_1
1901/1C-9/21, Dated 03-04-2021
Open Tender
Civil Works - Roads
Item Rate
540 days
Sui Kachanu motor road
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Chakrata
₹4.4 L
Superintending Engineer, 9th Circle, PWD, Dehradun
8 Jul 2021
13 Apr 2021
17 Jun 2021
13 Apr 2021
17 Jun 2021
27 Apr 2021
26 Apr 2021
Amount
HILL SIDE CUTTING
Excavation in hill side cutting along with marked alignment between the job pillers of making the road 5.95 m wide on straight reaches with extra widening of curves as specified as shown on plan & section and including making hill side katcha drain as per drawing in all types of soil, rocks & shales and including the disposal of cutting material from the lead with all leads & lifts with roots & final dressing of road with clearance of slip during construction period also including supply of all materials, labours, earth cutting/moving machinary and T&P etc. required for completion of the work. (Ref: Clause 1603.1 & 1603.2 and Special condition for hill side cutting)
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.
Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for haulage and return trip)
Haulage excluding Loading & Unloading- Haulage of materials by tipper excluding cost of loading, unloading and stacking. Katcha Track and Track in River Bed/Nallah Bed and Choe Bed
PROTECTION WORK
Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.
Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Random Rubble stone masonry for structure laid 1:6 by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.
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)
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).
Construction For Super Elevation
For Cutting (EB)
For Cutting (OR)
Excavation in foundation
Coolie Walling
Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisite type of binding material to fill up the intristices of coarse aggregates,watering & rolling, making necessary earthen bund to protect edges lighting, guarding & barricadings, & maintenance of diversions etc.[Grading of no-1] (45-90 mm size).
Construction of pucca scupper including catch pit including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & MORD specification as directed by Engineer-in-Charge.
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
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:3:6 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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
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)
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)
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
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 (1:2:4).
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 x 450 mm rectangular
900 mm equilateral triangle
600 mm circular
600 mm x 450 mm rectangular
Ordinary kilometer stone ( precast )
200m stone ( precast )
Construction of parapet
Excavation
Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 Nominal mix (1:2.5:5)
M/s Amit Joshi
tikam singh rana-tikam singh rana
Daya Ram
Ms Ajab Singh Rana And Bros
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .