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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAccepted-AOC 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹5.7 Cr Quoted ₹5.4 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹5.4 Cr+₹1.6 L (0.29%)Rejected-Finance | ₹5.4 Cr+₹1.6 L (0.29%) | L2 | Rejected-Finance Reject |
| 3 | Not Admitted-Fee/PreQual/Technical 5 A WEST REST CAMP DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted |
| 5 | Rejected-Technical NEAR BANK OF BARODA 70 DEHRADUN ROAD RISHIKESH DISTRICT DEHRADUN | RISHIKESH | DEHRADUN | UTTARAKHAND | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L1 | M/s Marc Engineerians L2 |
|---|---|---|---|---|---|
| 1.00Retaining, breast walls | |||||
| 1.01 | 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 | 327.63 | Cum | 406 ₹1,33,017.78 Lowest | 406 ₹1,33,017.78 Lowest |
| 1.02 | 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 | 338.64 | Cum | 3,830 ₹12,96,991.2 Lowest | 3,830 ₹12,96,991.2 Lowest |
| 1.03 | 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 | 465.51 | Cum | 2,223 ₹10,34,828.73 Lowest | 2,223 ₹10,34,828.73 Lowest |
| 1.04 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 355.71 | Cum | 3,736 ₹13,28,932.56 Lowest | 3,736 ₹13,28,932.56 Lowest |
| 1.05 | 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 | 175.33 | Cum | 1,020 ₹1,78,836.6 Lowest | 1,020 ₹1,78,836.6 Lowest |
| 2.00 | Maintenance of Earthen shoulder (filling with fresh selected soil) (stripping of excess soil) | 28,900 | Sqm | 46.15 ₹13,33,735 Lowest | 46.15 ₹13,33,735 Lowest |
| 3.00 | 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 grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means | 760.39 | Cum | 2,556 ₹19,43,556.84 Lowest | 2,556 ₹19,43,556.84 Lowest |
| 4.00 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.For BM | 10,136.96 | Sqm | 13.5 ₹1,36,848.96 Lowest | 13.5 ₹1,36,848.96 Lowest |
| 5.00 | Providing and laying Dense Bituminous Macadam with the use of batch type HMPusing crushed aggregates of specified grading, premixed with bituminous binder @4.25% by weight of total mix of mix and filler, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment, rolling with smooth wheeled, ibratory and tandem rollers toachieve the desired compaction as per MORTH specification clause No. 507complete in all respects. Grading II - 26.5mm nominal size | 506.89 | Cum | 9,650 ₹48,91,488.5 | 9,600 ₹48,66,144 Lowest |
Tender Value
₹6.7 Cr
EMD Value
₹13.5 L
Closing Date
25 Oct 2025, 3:00 pmClosed
Superintending Engineer
Office of the S.E., 8th circle, PWD, New Tehri
DBM/BC Hot Mix of Dhari Dhundsir (Kirtinagar Dang Dhari ODR) Motor road KM 1 to 17 in Kirtinagar block of Devprayag constituency of district Tehri Garhwal under Hon. C.M Ghoshana no 94/2023 state sector
2025_pwd_87618_1
4767/08Cash-Tender-8/2025 Date 23-09-2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Kirtinagar (Tehri Garhwal)
As Per Tender Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹4,720
E.E., T.D., PWD, Srinagar (HQ-Kirtinagar)
₹13.5 L
S.E., 8th circle, PWD, New Tehri
5 Dec 2025
26 Sept 2025
25 Oct 2025
26 Sept 2025
25 Oct 2025
30 Sept 2025
30 Sept 2025
Amount
Retaining, breast walls
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
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
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
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 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
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 grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.For BM
Providing and laying Dense Bituminous Macadam with the use of batch type HMPusing crushed aggregates of specified grading, premixed with bituminous binder @4.25% by weight of total mix of mix and filler, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment, rolling with smooth wheeled, ibratory and tandem rollers toachieve the desired compaction as per MORTH specification clause No. 507complete in all respects. Grading II - 26.5mm nominal size
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. For BC
(Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensorcontrol to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH pecification clause No. 509 complete in all respects) for Grading-II (bituminous binder @ 5.4 % of mix)
Hill Side surface drains
Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
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
K-C Type Drain Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 Nominal mix
Construction of Scupper
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
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 Nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5)
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) RCC M 25
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)
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
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
Construction of Cause Way
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
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 concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 Nominal mix 1:3:6
Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
Construction of Parapit
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
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 Nominal mix 1:3:6
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra)
Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. In
Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge
Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in charge.
M/s Marc Engineerians (BID ID -403540)
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