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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹32.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹33.1 L+₹62,498.75 (1.93%)Admitted-Fee/PreQual/Technical/Finance | ₹33.1 L+₹62,498.75 (1.93%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹33.7 L+₹1.3 L (3.89%)Admitted-Fee/PreQual/Technical/Finance | ₹33.7 L+₹1.3 L (3.89%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANIL KUMAR NAINWAL L3 | M/S PRAMOD NAUTIYAL L2 | M/S VIJAY KHANDURI L1 |
|---|---|---|---|---|---|---|
| 1.00BILL OF QUANTITY FOR CIVIL WORK CIRCULAR MAIN GATE | ||||||
| 1.01 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge:
All kinds of soil | 22 | /cum | 2,662 ₹2,662 | 2,640 ₹2,640 | 2,420.88 ₹2,420.88 Lowest |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone
aggregate 40 mm nominal size derived from natural sources) | 1.9 | /cum | 11,210 ₹11,210 | 11,020 ₹11,020 | 10,968.47 ₹10,968.47 Lowest |
| 1.03 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 13.11 | /cum | 1,02,258 ₹1,02,258 | 1,00,947 ₹1,00,947 | 1,00,499.82 ₹1,00,499.82 Lowest |
| 1.04 | Centering shuttering including struttings, propping etc. and removal of form work for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 50.54 | /sqm | 18,194.4 ₹18,194.4 | 17,689 ₹17,689 | 16,795.96 ₹16,795.96 Lowest |
| 1.05 | Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level.
5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1.29 | /mt | 1,10,940 ₹1,10,940 | 1,09,650 ₹1,09,650 | 1,08,939.4 ₹1,08,939.4 Lowest |
| 1.06 | 15 mm cement plaster of mix in 1:2 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall. | 39.45 | /sqm | 15,188.25 ₹15,188.25 | 14,991 ₹14,991 | 14,616.23 ₹14,616.23 Lowest |
| 1.07 | Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 | 39.45 | /sqm | 5,720.25 ₹5,720.25 | 5,523 ₹5,523 | 5,369.15 ₹5,369.15 Lowest |
| 2.00BILL OF QUANTITY FOR CIVIL WORK BOUNDRY WALL & FOOTPATH | ||||||
| 2.01 | Excavation work 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 including refilling the sides with excavated earth and disposal of surplus excavated soils as directed, within a lead of 50m Ordinary rock | 56.03 | /cum | 6,779.63 ₹6,779.63 | 6,723.6 ₹6,723.6 | 6,165.54 ₹6,165.54 Lowest |
Tender Value
₹37.9 L
EMD Value
₹1.1 L
Closing Date
27 Aug 2026, 5:00 pmClosed
Executive Ofiicer
Nagar Palika Parishad Karanprayag
Construction of devbhoomi rajat jayanti park in nagar palika parishad karanprayag
2026_NPKP_98684_2
583/etendering/nirmankarya/ (2026-27) dated06.08.2026
Open Tender
Civil Works
Item Rate
180 days
Ward no 06
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EO Nagar Palika Parishad
₹1.1 L
2 Sept 2026
11 Aug 2026
31 Aug 2026
11 Aug 2026
27 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BILL OF QUANTITY FOR CIVIL WORK CIRCULAR MAIN GATE | |||||
| 1.01 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge:
All kinds of soil | 22 | /cum | - | - |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone
aggregate 40 mm nominal size derived from natural sources) | 1.9 | /cum | - | - |
| 1.03 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 13.11 | /cum | - | - |
| 1.04 | Centering shuttering including struttings, propping etc. and removal of form work for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 50.54 | /sqm | - | - |
| 1.05 | Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level.
5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1.29 | /mt | - | - |
| 1.06 | 15 mm cement plaster of mix in 1:2 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall. | 39.45 | /sqm | - | - |
| 1.07 | Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 | 39.45 | /sqm | - | - |
| 2BILL OF QUANTITY FOR CIVIL WORK BOUNDRY WALL & FOOTPATH | |||||
| 2.01 | Excavation work 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 including refilling the sides with excavated earth and disposal of surplus excavated soils as directed, within a lead of 50m Ordinary rock | 56.03 | /cum | - | - |
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