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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹64.8 LAccepted-AOC | ₹64.8 L | 1 | Accepted-AOC RESPONSIVE |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Physical Documents in original not submitted |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Physical Documents in original not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Physical Documents in original not submitted |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Physical Documents in original not submitted |
| Sl No | Description | Qty | Unit | VIJAY THAPLIYAL L2 | GOVIND SINGH ASWAL L3 | M/S SUNIL KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00Construction of KC Drain | ||||||
| 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 | 31.5 | Cum | 439 ₹13,828.50 | 432.6 ₹13,626.90 | 438.6 ₹13,815.90 |
| 1.02 | 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 10 Nominal mix 1:3.6 | 18 | Cum | 5,783 ₹1.0 L | 5,778.5 ₹1.0 L | 5,782.5 ₹1.0 L |
| 1.03 | 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) | 25.5 | Cum | 6,634 ₹1.7 L | 6,621.9 ₹1.7 L | 6,633.9 ₹1.7 L |
| 2.00C/O Paraphet | ||||||
| 2.01 | 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 10 Nominal mix 1:3.6 Hand mixing | 12.9 | Cum | 5,896 ₹76,058.40 | 5,875.4 ₹75,792.66 | 5,896.4 ₹76,063.56 |
| 2.02 | 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 | 54 | Cum | 3,990 ₹2.2 L | 3,980.9 ₹2.1 L | 3,990.9 ₹2.2 L |
| 3.00 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
3-19-1-A Manual Means | 1,975 | Rmt | 21 ₹41,475 | 47.37 ₹93,555.75 | 49.37 ₹97,505.75 |
| 4.00 | 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 | 81 | Rmt | 207 ₹16,767 | 204 ₹16,524 | 206 ₹16,686 |
| 5.00Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet 6-1-1 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 of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below groundlevel as per approved | ||||||
Tender Value
₹81 L
EMD Value
₹1.6 L
Closing Date
16 Dec 2025, 3:00 pmClosed
EE TD PWD THATYUR
OFFICE OF THE EE TD PWD THATYUR T.G
Work of reconstruction and improvement of road from Km 01 to 03 of Thatyur-Papara motor road in Jaunpur block in Dhanolti constituency of Tehri Garhwal district Under state sector.
2025_pwd_89280_1
2351/Nivida Date 26-11-2025
Open Tender
Civil Works - Roads
365 days
THATYUR
As per Nit, Bid condition and BOQ
3 documents required · 3 mandatory
₹4,720
EE TD PWD THATYUR
₹1.6 L
26 Feb 2026
29 Nov 2025
17 Dec 2025
29 Nov 2025
16 Dec 2025
29 Nov 2025
Amount
Construction of KC Drain
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 & 1203 P.C.C grade M 10 Nominal mix 1:3.6
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)
C/O Paraphet
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 10 Nominal mix 1:3.6 Hand mixing
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
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. 3-19-1-A Manual Means
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
Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet 6-1-1 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 of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below groundlevel as per approved
800 x 600 mm Rectangle
600 mm Circular
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
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 4054-8-3-B By Mechanical Means
Prime Coat 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 Clause 502
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. 5-9-1 Case - I By Manual Means Bitumen (VG-10)
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Note By Manual Means Case - II : Type B Bitumen (VG-10)
Construction of coolie walling including supply of all material, labour, T&P etc.required for proper completion of the work as per direction of Engineer-incharge. (As per PWD Uttarakhand specifications)
VIJAY THAPLIYAL (BID ID -409815)
GOVIND SINGH ASWAL (BID ID -409724)
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