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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹2.1 CrAdmitted-Finance | ₹2.1 Cr | Admitted-Finance |
| 2 | ₹2.3 CrAdmitted-Finance 07 PRIYALOK COLONY PHASE 01 GMS ROAD DEHRADUN UTTARAKHAND | ₹2.3 Cr | Admitted-Finance |
| 3 | ₹2.4 CrAdmitted-Finance | ₹2.4 Cr | Admitted-Finance |
| 4 | ₹2.6 CrAdmitted-Finance | ₹2.6 Cr | Admitted-Finance |
| 5 | ₹2.7 CrAdmitted-Finance | ₹2.7 Cr | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shri Ram Construction | Rama Gupta Constructions | Ms Mahendra Singh Rana | M/S Avtar DEVELOPERS | KBM INFRABUILD PVT LTD |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause
202.
Dismantling of cement concrete pavements by mechanical means using pneumatic
tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at
designated locations and disposal of dismantled materials upto a lead of 1000 m,
stacking serviceable and unserviceable materials separately | 255 | Cum | 3,99,873.15 ₹4.0 L | 4,84,500 ₹4.8 L | 4,86,494.1 ₹4.9 L | 3,82,500 ₹3.8 L | 4,29,404.7 ₹4.3 L |
| 2.00 | (Earth work in excavation of foundation of structures as per drawing and technical specification,
including setting out, construction of shoring and bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and
utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m) | 675 | Cum | 2,68,758 ₹2.7 L | 3,03,750 ₹3.0 L | 3,26,976.75 ₹3.3 L | 2,02,500 ₹2.0 L | 2,88,603 ₹2.9 L |
| 3.00 | Compacting Original Ground Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 675 | Cum | 32,784.75 ₹32,784.75 | 39,150 ₹39,150 | 39,885.75 ₹39,885.75 | 27,000 ₹27,000 | 35,201.25 ₹35,201.25 |
| 4.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications) | 294 | Cum | 13,49,754 ₹13.5 L | 16,61,100 ₹16.6 L | 16,42,178.16 ₹16.4 L | 10,29,000 ₹10.3 L | 14,49,420 ₹14.5 L |
| 5.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as
per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20
Nominal mix (1:2:4) | 2.4 | Cum | 14,539.2 ₹14,539.20 | 18,000 ₹18,000 | 17,688.74 ₹17,688.74 | 17,280 ₹17,280 | 15,613.03 ₹15,613.03 |
| 6.00 | By Mix in Place Method
Construction of granular sub-base by providing well 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 smooth wheel roller to
achieve the desired density, complete as per Technical Specification Clause
401.
For Grading I Material | 225 | Cum | 4,03,238.25 ₹4.0 L | 4,95,000 ₹5.0 L | 4,90,587.75 ₹4.9 L | 4,50,000 ₹4.5 L | 4,33,017 ₹4.3 L |
| 7.00 | 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/binding materials
to fill-up the interstices of coarse aggregate, watering and compacting to the
required density grading 2 as per Technical Specification Clause 405. | 225 | Cum | 5,75,847 ₹5.8 L | 7,08,750 ₹7.1 L | 7,00,587 ₹7.0 L | 5,62,500 ₹5.6 L | 6,18,374.25 ₹6.2 L |
| 8.00 | 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. | 225 | Cum | 5,94,623.25 ₹5.9 L | 7,31,250 ₹7.3 L | 7,23,431.25 ₹7.2 L | 5,62,500 ₹5.6 L | 6,38,538.75 ₹6.4 L |
| 9.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and
plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | 158.7 | Cum | 8,79,543.97 ₹8.8 L | 10,87,095 ₹10.9 L | 10,70,071.25 ₹10.7 L | 8,72,850 ₹8.7 L | 9,44,501.46 ₹9.4 L |
| 10.00 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width
115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick,
foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation
concrete laid manually, all complete as per clause 408) PCC M20 for Kerb (Cast in Situ) for medium project | 15,000 | Cum | 32,36,250 ₹32.4 L | 39,75,000 ₹39.8 L | 39,37,500 ₹39.4 L | 30,00,000 ₹30 L | 34,75,350 ₹34.8 L |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
28 Nov 2025, 5:00 pmClosed
Municipal Commissioner
Nagar Nigam Dehradun
Tender For Pathway Infrastructure Development in Dehradun (Vivekanand Chowk to Kothal Gate)
2025_NND_88727_1
318/NCAP/2025
Open Tender
Miscellaneous Works
7 days
Nagar nigam Dehradun
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Senior Finance Officer
₹4.6 L
Nagar nigam Dehradun
8 Dec 2025
7 Nov 2025
29 Nov 2025
8 Nov 2025
28 Nov 2025
8 Nov 2025
15 Nov 2025
Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
(Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m)
Compacting Original Ground Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
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.
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) PCC M20 for Kerb (Cast in Situ) for medium project
Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706
Providing and Laying of Cobble stone Block Pavements of M-40 Grade having thickness100-150mm as per drawings and Technical Specification Clause 1504.
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required (150mm.Cut piece)
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
Providing and stacking Duranta Golden, having ht. 15 cm to 20 cm bushy shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.
Providing and stacking of Azadirachta indica ( Neem ) height 120-130cm in polybag size 25 cm as per direction of the officer-in-charge.
Providing and stacking of Delonix regia (Gulmohar) height 150-165 cm. in poly bag size 25 cm as per direction of the officer-in-charge.
Providing and stacking of Nerium oleander (kaner) of height 60-75 cm. with 5-6 branches in poly bag of size 25 cm as per direction of the officer-in-charge.
SIGNAGE
4 - Seater stailess steel benches made with Ssplate and WPC (wood-plastic composite)slats. Widely appreciated for their strength,low maintenance,and contemporary appearance,Size:Length :1800mm X Depth :450mm X Height:450mm. Structure made from rust-resistant stainless steel plate SS316 seat made of durable , weatherproof WPC wood
Resting spot/Gazebo-Modern design shelter stop 6mx2.4mx2.7m made in MS Tubular pipe with 75x752.2mm SHS MS frame main frame with intermediate frame 40x40x1.8 mm along with CNC cut 6mm HPL sheet on roof interiors and exterior cladding with 18mm cement board + 3mm membrane+bitumen rubber shingles on the exterior complete including.drainage slope ,PVC piping , Drain pit etc.complete as per drawings and engineer at site.The structure shall also have Bench made in 40x40x1.8 ms tubular pipe cladded with 20mm WPC Deck board complete including primer and duco paint finish to all MS Framework and all civil work including excavation ,RCC and kota stone flooring on (6mx2.4m) area .
Topiary sculpture: Human figure (2nos) + Bench(1no) including framework for life size sculpture made in 6mm MS rod c/c 4inch along with hedge plantation ( ficus regionld bushy hedge / Malpighia or similar ) complete including plantation, excavation, earthwork & fresh earth . MS frame work for bench 1800mm wide x 450mm x 450mm with WPC plank on top fixed to ground on 300x300x600mm cement concrete pit at each vertical pipe.All Ms work shall be primered and duco paint finish as per the directions of site-engineer.
Topiary sculpture: Elephant figure 12 ft. height (1no) including framework for sculpture made in 6mm MS rod c/c 6inch along with hedge plantation ( ficus regionld bushy hedge / Malpighia or similar ) complete including civil work for foundation, plantation, excavation, earthwork & fresh earth .All Ms work shall be primered and duco paint finish as per the directions of site-engineer.
Topiary sculpture:Bear figure max height 6 ft (family of bear - 3no ) including framework for sculpture made in 6mm MS rod c/c 4inch along with hedge plantation ( ficus regionld bushy hedge / Malpighia or similar ) complete including civil work for foundation, plantation, excavation, earthwork & fresh earth .All Ms work shall be primered and duco paint finish as per the directions of site-engineer.
Topiary sculpture: Deer topiary 5 ft. height (2no) including framework for life size sculpture made in 6mm MS rod c/c 4inch along with hedge plantation ( ficus regionld bushy hedge / Malpighia or similar ) complete including civil work for foundation, plantation, excavation, earthwork & fresh earth .All Ms work shall be primered and duco paint finish as per the directions of site-engineer.
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