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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.6 LAccepted-Finance | ₹13.6 L | 1 | Accepted-Finance L1 |
| 2 | 2₹13.7 L+₹13,842.50 (1.02%)Accepted-Finance | ₹13.7 L+₹13,842.50 (1.02%) | 2 | Accepted-Finance L2 |
| 3 | 3₹13.9 L+₹30,388.85 (2.24%)Accepted-Finance CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | ₹13.9 L+₹30,388.85 (2.24%) | 3 | Accepted-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical VILLAGE P O HARIPUR SANDHOLI TEHSIL BADDI DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | - | - | Not Admitted-Fee/PreQual/Technical Others-Documents Physically not submitted on the date shown in DNIT |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Documents Physically not submitted on the date shown in DNIT |
| Sl No | Description | Qty | Unit | mustak L1 | LALIT KUMAR L3 | prop L2 |
|---|---|---|---|---|---|---|
| 1.00 | (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 2.8.1 All kinds of soil. | 88.8 | Cum. | 221 ₹19,624.8 | 220 ₹19,536 | 215 ₹19,092 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10graded stone aggregate 40 mm nominal
size) | 14.8 | Cum. | 5,050 ₹74,740 Lowest | 5,200 ₹76,960 | 5,100 ₹75,480 |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form work for : | ||||||
| 3.01 | Foundations, footings, bases for columns | 52.8 | Sqm. | 195 ₹10,296 | 210 ₹11,088 | 170 ₹8,976 Lowest |
| 3.02 | 4.3.3 Columns, piers, abutments, pillars, posts and struts | 225.84 | Sqm. | 450 ₹1,01,628 | 500 ₹1,12,920 | 400 ₹90,336 Lowest |
| 3.03 | Suspended floors, roofs, landings, balconies and access platform | 25.5 | Sqm. | 600 ₹15,300 | 650 ₹16,575 | 550 ₹14,025 Lowest |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 4.01 | 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | 42.98 | Cum. | 5,500 ₹2,36,390 Lowest | 5,600 ₹2,40,688 | 5,700 ₹2,44,986 |
| 4.02 | 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) | 14.1 | Cum. | 7,100 ₹1,00,110 | 7,300 ₹1,02,930 | 7,000 ₹98,700 Lowest |
| 5.00 | Providing and laying cement concrete in retaining walls,return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills,fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) | 65.6 | Cum. | 7,500 ₹4,92,000 Lowest | 7,500 ₹4,92,000 Lowest | 7,600 ₹4,98,560 |
Tender Value
₹12.1 L
EMD Value
₹25,000
Closing Date
6 Apr 2026, 5:00 pmClosed
Executive Engineer RD PR
SDA Complex Block No 27 Kasumpti
As per DNIT
2026_DRDPR_132826_1
Nalagarh Road
Open Tender
Civil Works - Roads
Item Rate
90 days
Gojmala
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
Yes
Executive Engineer RD PR
₹25,000
18 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (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 2.8.1 All kinds of soil. | 88.8 | Cum. | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10graded stone aggregate 40 mm nominal size) | |||||
| 3Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 3.01 | Foundations, footings, bases for columns | 1 | Sqm. | - | - |
| 3.02 | 4.3.3 Columns, piers, abutments, pillars, posts and struts | - | Sqm. | - | - |
| 3.03 | Suspended floors, roofs, landings, balconies and access platform | - | Sqm. | - | - |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | 1 | Cum. | - | - |
| 4.02 | 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) | 1 | Cum. | - | - |
| 5 | Providing and laying cement concrete in retaining walls,return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills,fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) | 1 | Cum. | - | - |
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