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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance | ₹1.9 Cr | L1 | Accepted-Finance Accept |
| 2 | L2₹1.9 CrRejected-Finance C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | ₹1.9 Cr | L2 | Rejected-Finance Reject |
| 3 | L3₹2.0 CrRejected-Finance | ₹2.0 Cr | L3 | Rejected-Finance Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical reject |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-HARD COPY NOT RECIVED |
| Sl No | Description | Qty | Unit | M/S KAILASH HILLWAYS ENGINEERING ASSOCIATES L2 | ganesh rawat L1 | pradeep negi L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearance of land slides (Slip Clearance) Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | 880.17 | Cum | 66.82 ₹58,812.96 | 57 ₹50,169.69 | 68.6 ₹60,379.66 |
| 2.00 | Unloading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. (Placing tipper at loading point, loading with front end loader) including Hauling of material by tipper in kachcha track and track in river bed/ nallah bed and choe bed. | 528.1 | Cum | 33.45 ₹17,664.95 | 30 ₹15,843 | 34.34 ₹18,134.95 |
| 3.00 | Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge. | 35 | Nos | 2,914.44 ₹1.0 L | 2,600 ₹91,000 | 2,992.2 ₹1.0 L |
| 4.00 | Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge. | 44 | Nos | 1,457.19 ₹64,116.36 | 1,200 ₹52,800 | 1,496.1 ₹65,828.40 |
| 5.00 | 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. Mechanical means | 14,030 | Rmt | 18.7 ₹2.6 L | 12 ₹1.7 L | 19.2 ₹2.7 L |
| 6.00 | 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 | 146.61 | Cum | 405.1 ₹59,391.71 | 300 ₹43,983 | 415.9 ₹60,975.10 |
| 7.00 | 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 | 628.55 | Cum | 3,398.92 ₹21.4 L | 3,100 ₹19.5 L | 3,400 ₹21.4 L |
| 8.00 | 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) | 55.35 | Cum | 1,031.88 ₹57,114.56 | 500 ₹27,675 | 1,058.4 ₹58,582.44 |
| 9.00 | Water Bound Macadam with crushable screenings. 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. Mechanical means. | 449.75 | Cum | 3,369.36 ₹15.2 L | 3,200 ₹14.4 L | 3,400 ₹15.3 L |
| 10.00 | Prime Coat
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 | 5,940 | Per Sqm | 41.88 ₹2.5 L | 41.85 ₹2.5 L | 43 ₹2.6 L |
Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
14 Oct 2025, 3:00 pmClosed
SE 12TH CIRCLE PWD PAURI
SE 12TH CIRCLE PWD PAURI
Under One time Maintenance reconstruction of damaged wall renewal of Rithkhal - Panchwati - Nai Motor Road Taken away From PMGSY after completion of D.L.P ( Length -15.14 km) At Pokhra Distt - Pauri Garhwal
2025_pwd_86980_1
4519/141yata 12/2025-26 Date 29-08-2025
Open Tender
Civil Works
180 days
pauri
as per technical bid
3 documents required · 3 mandatory
₹5,900
EE CD PWD PAURI
₹4.7 L
SE 12TH CIRCLE PWD PAURI
16 Feb 2026
6 Sept 2025
15 Oct 2025
6 Sept 2025
14 Oct 2025
20 Sept 2025
8 Sept 2025
Amount
Clearance of land slides (Slip Clearance) Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.
Unloading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. (Placing tipper at loading point, loading with front end loader) including Hauling of material by tipper in kachcha track and track in river bed/ nallah bed and choe bed.
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.
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. Mechanical means
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
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)
Water Bound Macadam with crushable screenings. 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. Mechanical means.
Prime Coat 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. Case -II By mechanical 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. By Mechanical means . Case-II Type B. Bitumen (VG - 10)
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
M/S KAILASH HILLWAYS ENGINEERING ASSOCIATES (BID ID -402713)
pradeep negi (BID ID -402486)
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