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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical admitted |
| 2 | Rejected-Technical | Rejected-Technical Not addmitted |
| 3 | Rejected-Technical ANANDIPURAM KUSUMKHERA HALDWANI | NAINITAL | UTTARAKHAND | 244713 | Rejected-Technical Not addmitted |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
20 Mar 2026, 1:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer 2nd Circle PWD , Nainital
Reconstruction and improvement of Shivalikhet to Suyalbadi motor road between Suyalbadi to Odakhan motor road in Nainital district. (Length 1.825 km) under C.M announcement number 449/2024 dated 13-09-2024 of under State sector
2026_pwd_92728_1
460/41 M -2/25-26 dated 02-03-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Nainital
Ad per attached SBD
2 documents required · 2 mandatory
₹5,900
EE CD PWD Nainital
₹4.3 L
Superintending Engineer 2nd Circle PWD , Nainital
23 Mar 2026
6 Mar 2026
20 Mar 2026
6 Mar 2026
20 Mar 2026
11 Mar 2026
6 Mar 2026 - 20 Mar 2026
9 Mar 2026
Hill side cutting in all type of soil, rock, earth and boulder etc. including removal and disposal of surplus material and debries upto a distance of 100 m from road side as directed by engineer incharge make the road way as per plan L-section and alsi in
Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
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,
Random Rubble Stone Masonry laid in Dry 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,
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 concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
In cement mortar (1:5) Stone masonry in cement mortar for substructure complete as per drawing& technical specification Clauses 702, 704, 1202 and 1204
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4
Plain/reinforced cement concrete in substructure completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical
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
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requ
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
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
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
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 C
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.
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, layingand rollingof open-gradedpremix carpet of 20mm thickness composedof13.2mmto5.6mmaggregateseitherusingpenetrationgradebitumen or emulsion to r
Seal Coat with Emulsion Providing and laying seal coat sealing the voidsinabituminoussurfacelaid tothespecifiedlevels,gradeandcrossfallusingTypeA,TypeBandType C as per Technical Specification Clause 510 Type B
Surface Drains in Soil Construction of unlined surface drains NSI1
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
Cement plum masonry with 40% plum & 60% 1:2:4 cement concrete including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203 of MORD Specifiction (For Parapet) NSI 2
Ordinary km stone (precast)
200 m stone (precast) for Hectometer
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid se
ProvidingandLayingofMechanicallyWovenDoubleTwistedHexagonalshapedGabions (ZincplusPVCcoated), of size3mX1mX1mwith wodiaphragmsat1minterval,havingmeshopening100mmx120mm,meshwirediameter2.7mm/3.7mm,edge/selvedgewirediameter3.4/4.4mmand lacingwirediameter2.2
Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size
600 mm circular
600x600 mm Sqaare
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