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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-Finance | ₹7.1 L | L1 | Accepted-Finance being lowest |
| 2 | L2₹7.7 LRejected-Finance | ₹7.7 L | L2 | Rejected-Finance being highest |
| 3 | L3₹7.8 LRejected-Finance VILL LANGWAN PO LAMBLOO TESHIL DISTT HAMIRPUR 177029 | HAMIRPUR | HIMACHAL PRADESH | 177029 | ₹7.8 L | L3 | Rejected-Finance being highest |
| Sl No | Description | Qty | Unit | Kameshwar Sharma L2 | RAVIKANT PATHAK L1 | Madan Lal L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5min width as well as 10 sqm on plan) including getting out and disposal of excavatedearth leadupto50 mand liftupto1.5m,as directed by Engineer-in-charge.All kinds of soil | 283.5 | cum | 131 ₹37,138.50 | 122 ₹34,587 | 125 ₹35,437.50 |
| 2.00 | Earth work in excavation by mechanical means 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 | 79.05 | cum | 171 ₹13,517.55 | 165 ₹13,043.25 | 170 ₹13,438.50 |
| 3.00 | Earth work in surface excavation not exceeding 30 cm in Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Hard rock (blasting prohibited) | 5 | cum | 658 ₹3,290 | 630 ₹3,150 | 670 ₹3,350 |
| 4.00 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 3.22 | cum | 1,247 ₹4,015.34 | 1,200 ₹3,864 | 1,270 ₹4,089.40 |
| 5.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) | 3.78 | cum | 7,935 ₹29,994.30 | 7,890 ₹29,824.20 | 7,990 ₹30,202.20 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inpositionand binding all complete.Thermo-MechanicallyTreatedbarsofgrade Fe-500D or more. | 340.2 | kg | 76.85 ₹26,144.37 | 74.5 ₹25,344.90 | 79 ₹26,875.80 |
| 7.00 | Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering, : 1:5:10 (1 cement : 5 coarse sand) : 10
graded stone aggregate 40 mm nominal
size). | 109.15 | cum | 5,250 ₹5.7 L | 5,220 ₹5.7 L | 5,230 ₹5.7 L |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. 1:3:6 (1 Cement : 3 coarse sand) : 6 graded | 0.74 | cum | 5,424.85 ₹4,014.39 | 5,425 ₹4,014.50 | 5,470 ₹4,047.80 |
| 9.00Centering and shuttering including strutting, propping etc. and removal of form for : | ||||||
| 9.01 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 189.6 | sqm | 420 ₹79,632 | 450 ₹85,320 | 470 ₹89,112 |
Tender Value
₹7.1 L
EMD Value
₹14,150
Closing Date
20 Apr 2026, 5:00 pmClosed
AE Dev Block Nalagarh
AE Dev Block Nalagarh
CONSTRUCTION OF ROAD MAIN ROAD BHAJOLU TO HOUSE OF RAVI KANT AND PATHAK SH WALL DRAIN PROVIDING AND LAYING CULVERT
2026_DRDPR_134297_1
AE/DBN/Misc/2026-27-01-05
Open Tender
Civil Works
GP Badog
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Assistant Engineer ZP Dev Block Nalagarh
₹14,150
21 Apr 2026
15 Apr 2026
21 Apr 2026
15 Apr 2026
20 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5min width as well as 10 sqm on plan) including getting out and disposal of excavatedearth leadupto50 mand liftupto1.5m,as directed by Engineer-in-charge.All kinds of soil | ||||||
| 2 | Earth work in excavation by mechanical means 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 | 1 | cum | - | - | code1.02 |
| 3Earth work in surface excavation not exceeding 30 cm in Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Hard rock (blasting prohibited) | ||||||
| 4Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | ||||||
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) | 1 | cum | - | - | sn01 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inpositionand binding all complete.Thermo-MechanicallyTreatedbarsofgrade Fe-500D or more. | 1 | kg | - | - | sn02 |
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, : 1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size). | ||||||
| 8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. 1:3:6 (1 Cement : 3 coarse sand) : 6 graded | ||||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for : | ||||||
| 9.01 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - | itemH2Code1 |
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