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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.2 LAccepted-Finance | ₹57.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹61.3 L+₹4.1 L (7.19%)Rejected-Finance GRAM SANDNA PO MADAN NEGI TEHRI GARHWAL | TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | ₹61.3 L+₹4.1 L (7.19%) | L2 | Rejected-Finance L2 |
| 3 | L3₹64.0 L+₹6.8 L (11.9%)Rejected-Finance WARD NO 3 CHADA KHAD DHUKANA ROAD PUROLA DISTT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹64.0 L+₹6.8 L (11.9%) | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Experience Certificate not submitted. |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Caracter certificate is older than one Year. |
| Sl No | Description | Qty | Unit | PANKAJ SINGH L2 | JAYRAM CHAUHAN AND SONS L3 | Sunil Mishra L1 |
|---|---|---|---|---|---|---|
| 1.00CIVIL 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 | 117.84 ₹2,592.48 | 123.03 ₹2,706.66 | 5 ₹110 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 | 6,181.89 ₹11,745.59 | 6,454.37 ₹12,263.3 | 5,480.25 ₹10,412.48 Lowest |
| 1.03 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources | 13.11 | Cum | 8,209.02 ₹1,07,620.25 | 8,570.85 ₹1,12,363.84 | 7,277.31 ₹95,405.53 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 | 355.88 ₹17,986.18 | 371.56 ₹18,778.64 | 315.48 ₹15,944.36 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 | 90,432.38 ₹1,16,657.77 | 94,418.38 ₹1,21,799.71 | 80,168.43 ₹1,03,417.27 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 | 396.76 ₹15,652.18 | 414.25 ₹16,342.16 | 351.73 ₹13,875.75 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 | 145.74 ₹5,749.44 | 152.17 ₹6,003.11 | 129.2 ₹5,096.94 Lowest |
| 2.00CIVIL WORK BOUNDRY WALL & FOOTPATH | ||||||
| 2.01 | 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 | 107.33 | Cum | 117.84 ₹12,647.77 | 123.03 ₹13,204.81 | 5 ₹536.65 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
13 Jul 2026, 5:00 pmClosed
Executive Officer
Nagar Palika Parishad, Gauchar
PROPOSED DEVBHOOMI RAJAT JAYANTI PARK AT THE PRIME LOCATION OF NAGAR PALIKA GAUCHAR
2026_NPGC_97233_1
456/RJP-NPPG/e-tender(2026-27) Dt. 03/07/2026
Open Tender
Civil Works - Others
Item Rate
180 days
Gauchar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
E.O. Nagar Palika Parishad
₹1.4 L
14 Jul 2026
4 Jul 2026
14 Jul 2026
4 Jul 2026
13 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL 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 centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources | 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 | - | - |
| 2CIVIL WORK BOUNDRY WALL & FOOTPATH | |||||
| 2.01 | 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 | 107.33 | Cum | - | - |
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