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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.9 LAccepted-AOC | ₹50.9 L | L1 | Accepted-AOC LOWER BID |
| 2 | L2₹51.0 L+₹8,951.22 (0.18%)Rejected-Finance | ₹51.0 L+₹8,951.22 (0.18%) | L2 | Rejected-Finance Higher Bid |
| 3 | L3₹51.0 L+₹8,996.64 (0.18%)Rejected-Finance GRAM TALLI CHHANDA PO CHHANDA REGADU DISTRICT CHAMPAWAT | ₹51.0 L+₹8,996.64 (0.18%) | L3 | Rejected-Finance Higher Bid |
| 4 | Rejected-Technical | - | - | Rejected-Technical Orignal Document are not submitted |
| 5 | Rejected-Technical | - | - | Rejected-Technical Orignal Document are not submitted |
| Sl No | Description | Qty | Unit | m/s vijay kishor singh mehta L3 | SMS CONSTRUCTION PROP. DEEPAK SINGH DASILA L1 | Umesh Kharkwal L2 |
|---|---|---|---|---|---|---|
| 1.01 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes | 2,100 | kg | 209 ₹4,38,900 | 207 ₹4,34,700 Lowest | 210 ₹4,41,000 |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 10.97 | cum | 281.17 ₹3,084.43 | 281 ₹3,082.57 Lowest | 281 ₹3,082.57 Lowest |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | 9.56 | cum | 8,540.31 ₹81,645.36 | 8,510 ₹81,355.6 Lowest | 8,510 ₹81,355.6 Lowest |
| 1.04 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 810 | cum | 75.5 ₹61,155 | 74 ₹59,940 Lowest | 75 ₹60,750 |
| 1.05 | 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 | 108 | cum | 423.5 ₹45,738 | 422 ₹45,576 Lowest | 423 ₹45,684 |
| 1.06 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in nbreast 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 | 267.75 | cum | 4,212.2 ₹11,27,816.55 | 4,210 ₹11,27,227.5 Lowest | 4,212 ₹11,27,763 |
| 1.07 | 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 | 409.32 | cum | 2,355.5 ₹9,64,153.26 | 2,354 ₹9,63,539.28 Lowest | 2,355 ₹9,63,948.6 |
| 1.08 | 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) | 86.4 | cum | 1,068.1 ₹92,283.84 | 1,067 ₹92,188.8 Lowest | 1,068 ₹92,275.2 |
| 1.09 | 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. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 175.5 | cum | 4,771.9 ₹8,37,468.45 | 4,770 ₹8,37,135 Lowest | 4,772 ₹8,37,486 |
| 1.10 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 65 | sqm | 1,038.7 ₹67,515.5 | 1,038 ₹67,470 Lowest | 1,038 ₹67,470 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.0 L
Closing Date
1 Jun 2026, 4:00 pmClosed
Apar Mukhya Adhikari Zila Panchayat Champawat
Zila Panchayat Office Champawat
Construction of a CC Road from Gram Panchayat Holi Piplati to Jyosuda Tok
2026_PRD_95486_1
211/zpc/e-tender/2026-27
Open Tender
Civil Works - Roads
Item Rate
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
fees 4000 DD and gst 720 paid no. 05AAALZ0573H1ZW
₹1.0 L
28 Jul 2026
15 May 2026
2 Jun 2026
15 May 2026
1 Jun 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes | - | kg | 209.99 | - |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | cum | 281.17 | - |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | - | cum | 8,510.31 | - |
| 1.04 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | - | cum | 75.5 | - |
| 1.05 | 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 | - | cum | 423.5 | - |
| 1.06 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in nbreast 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 | - | cum | 4,212.2 | - |
| 1.07 | 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 | 2,355.5 | ₹2,353.14 |
| 1.08 | 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) | - | cum | 1,068.1 | - |
| 1.09 | 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. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | - | cum | 4,771.9 | - |
| 1.1 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. | - | sqm | 1,038.7 | - |
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