Tender For Improvement And Reconstruction Of The Chafi- Alchauna - Tada Motor Road In Bhimtal Assembly Constituency Of District Nainital Undr State Sector
Tender Value
Ref. Documents
Estimated cost
Bid Submission
20 Jul 2026
19 days left
EMD
3.75 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nainital → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement And Reconstruction Of The Chafi- Alchauna - Tada Motor Road In Bhimtal Assembly Constituency Of District Nainital Undr State Sector
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 2 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1)4-1-A By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause401.For Grading I Materia |
| 4 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade andcamber, applying and brooming, stone screening/binding materialsto fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per Technical Specification Clause 405.By Mechanical Means |
| 5 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening to fill-up theinterstices of coarse aggregate, watering and compacting to the requireddensity Grading 3 as per Technical Specification Clause 405.By Mechanical Means |
| 6 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsionpressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared nonbituminous surfaces (cement concrete pavement) cleaned with Hydraulic broomas per Technical Specification Clause 503. |
| 7 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per TechnicalSpecification Clause 508.2 |
| 8 | Seal Coat with EmulsionProviding and laying seal coat sealing the voids in a bituminous surface laidto the specified levels, grade and cross fall using Type A, Type B and TypeC as per Technical Specification Clause 510 |
| 9 | Excavation in foundation for retaining, breast walls etc, in all types of soilsand rocks including all lead, lift and disposal of surplus material as perdirection of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction |
| 10 | 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 |
| 11 | 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 perPWD Uttarakhand specifications) |
| 12 | 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) |
| 13 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standarddesign as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) |
| 14 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standarddesign as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703 200 m stone (precast) |
| 15 | Maintenance of Earhen shoulder (stripping of excess soil)Stripping excess soil from the shoulder surface to achieve the approved leveland compacting with plate compactor at OMC as per drawings and TechnicalSpecification Clause 1903 |
| 16 | Surface Drains in Ordinary RockConstruction of unlined surface drain of average cross-sectional area 0.4 sqmin ordinary rock to specified lines, grades, levels and dimensions as perapproved design and Technical Specification Clause 307. Excavated materialto be used in embankment at site. |
| 17 | Construction of Parapets plum concrete with 40% plum(approved stone or maximum size 200 mm) & 60% 1:2:4 cement concrete and with base P.C.C. M10 including supply of all material, labour, T&P etc. required for proper completion of the work (As per PWD Uttarakhand specifications as per drawing wide letter no. CEK No. 3812/17 M-K/08 dated 10/04/2011 as directed by engineer in charge |
| 18 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 |
| 19 | Random rubble masonry In cement mortar (1:5)Stone masonry in cement mortar for substructure complete as per drawing &technical specification Clauses 702, 704, 1202 and 1204 |
| 20 | Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m)R.C.C. grade M 25 |
| 21 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202(The reinforcement steel shall be procured from original (primary) steel producers asper clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS1786:2008 clause no. 1.6) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysJul 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 days