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Tender Value
₹20.7 L
EMD Value
₹41,477
Closing Date
16 Oct 2026, 9:00 am
Executive Engineer
FARIDKOT CANAL AND GW DIVISION FARIDKOT
Estimate for construction of VR Bridge at RD 40963 of Kotkapura Disty
2026_WR_176874_1
Estimate for construction of VR Bridge at RD 40963 of Kotkapura Disty
Open Tender
Civil Works
Item Wise
45 days
Dhaipai
Pre Qualification Details
2 documents required · 2 mandatory
₹500
Yes
₹41,477
Yes
Faridkot
6 Oct 2026
6 Oct 2026
16 Oct 2026
6 Oct 2026
16 Oct 2026
6 Oct 2026
12 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. (CSR Item No. 6.19) | 1,261.01 | Cum | 1 | ₹1,261.01 |
| 2 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within lead of 30 Mtrs. (CSR Item No. 6.6) | 17.43 | Cum | 1 | ₹17.43 |
| 3 | Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. (Rehandling of earth) (CSR Item No. 6.19 - 20 %) | 1,008.81 | Cum | 1 | ₹1,008.81 |
| 4 | Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.Extra for rolling to specifications | 336.91 | Cum | 1 | ₹336.91 |
| 5 | Laying cement concrete M-15 with stone ballast or shingle mixing by manual means | 11 | Cum | 1 | ₹11 |
| 6 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) coping and sleepers | 1.68 | Cum | 1 | ₹1.68 |
| 7 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | 15.76 | Cum | 1 | ₹15.76 |
| 8 | Reinforced Cement Concrete M-25 mechanically natch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth. | 115.51 | Cum | 1 | ₹115.51 |
| 9 | Dressing bed and preparation of sub grade for lining. | 27.18 | Sqm | 1 | ₹27.18 |
| 10 | Dressing side slopes and preparation of sub grade for lining. | 51.58 | Sqm | 1 | ₹51.58 |
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