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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.7 LAdmitted-Fee/PreQual/Technical/Finance GANDAKHAAL PO BUWAKHAL DISTRICT PAURI GARHWAL | ₹57.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹58.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹58.4 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹62.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹62.6 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹76.0 LAdmitted-Fee/PreQual/Technical/Finance GRAM TITOLI POST O KUHIIL DISTRICT ALMORA | ₹76.0 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | SHREE JI INFRAVENTURES L2 | JAGAT SINGH L4 | Ramesh Singh Rawat L1 | JAHEER AHMAD L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 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. By Mechanical Means | 64.69 | Cum. | 2,608.19 ₹1,68,723.81 | 2,550 ₹1,64,959.5 | 1,500 ₹97,035 Lowest | 2,000 ₹1,29,380 |
| 2.00 | 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 perdirection of engineer - in - charge, as per drawing and technical specifications Clause 3 ORD Specifiction | 254.37 | Cum. | 370.8 ₹94,320.4 | 400 ₹1,01,748 | 200 ₹50,874 Lowest | 200 ₹50,874 Lowest |
| 3.00 | 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 | 215.82 | Cum. | 1,200 ₹2,58,984 Lowest | 2,400 ₹5,17,968 | 1,700 ₹3,66,894 | 2,000 ₹4,31,640 |
| 4.00 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level byadding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 325 | sqm | 75.97 ₹24,690.25 | 250 ₹81,250 | 40 ₹13,000 Lowest | 50 ₹16,250 |
| 5.00 | 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 llipsoidal 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. Including all test report and warranties as per IRC 67 and IRC 79 | 300 | No. | 600 ₹1,80,000 | 550 ₹1,65,000 Lowest | 1,000 ₹3,00,000 | 811 ₹2,43,300 |
| 6.00 | 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 | 5,315.63 | sqm | 38.65 ₹2,05,449.1 | 40 ₹2,12,625.2 | 40 ₹2,12,625.2 | 35 ₹1,86,047.05 Lowest |
| 7.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 5,315.63 | sqm | 156.79 ₹8,33,437.63 | 190 ₹10,09,969.7 | 164 ₹8,71,763.32 | 144 ₹7,65,450.72 Lowest |
| 8.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at th 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. | 5,315.63 | sqm | 12.85 ₹68,305.85 | 12 ₹63,787.56 | 13 ₹69,103.19 | 10 ₹53,156.3 Lowest |
| 9.00 | Seal Coat with Emulsion 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 | 5,315.63 | Cum. | 69.02 ₹3,66,884.78 | 70 ₹3,72,094.1 | 72 ₹3,82,725.36 | 65 ₹3,45,515.95 Lowest |
| 10.00 | 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 | 5.26 | Cum. | 3,592.09 ₹18,894.39 | 3,800 ₹19,988 | 2,500 ₹13,150 Lowest | 2,500 ₹13,150 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
10 Aug 2026, 3:00 pmClosed
Executive Engineer PD PWD Dehradun
Office of Executive Engineer PD PWD Dehradun
Under the State Sector work of renovation, drain construction and retaining walls parapets etc. from km 1 to km 2 (1350.00) of motor road from Baisakhirams house to Jamdes check post in Kainchiwala of Gram Panchayat Atakfarm in Sahaspur Assembly Cons
2026_pwd_97870_1
2102/Nivida Dt. 14.07.2026
Open Tender
Civil Works
Item Rate
90 days
Sahaspur
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer
₹1.7 L
17 Aug 2026
20 Jul 2026
10 Aug 2026
21 Jul 2026
10 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 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. By Mechanical Means | 1 | Cum. | - | - |
| 2 | 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 perdirection of engineer - in - charge, as per drawing and technical specifications Clause 3 ORD Specifiction | - | Cum. | - | - |
| 3 | 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 | 1 | Cum. | - | - |
| 4 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level byadding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | - | sqm | - | - |
| 5 | 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 llipsoidal 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. Including all test report and warranties as per IRC 67 and IRC 79 | - | No. | - | - |
| 6 | 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 | - | sqm | - | - |
| 7 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | - | sqm | - | - |
| 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at th 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. | - | sqm | - | - |
| 9 | Seal Coat with Emulsion 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 | - | Cum. | - | - |
| 10 | 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 | 1 | Cum. | - | - |
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