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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-Finance | ₹4.1 L | L1 | Accepted-Finance Lowest One |
| 2 | L2₹4.3 L+₹28,840.90 (7.11%)Rejected-Finance VILLAGE P O SEHALI TEHSIL KOTI DISTT MANDI H P | KOTI | MANDI | HIMACHAL PRADESH | ₹4.3 L+₹28,840.90 (7.11%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹6.0 L+₹1.9 L (46.9%)Rejected-Finance | ₹6.0 L+₹1.9 L (46.9%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified due to Monetary value of works executed not attached |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified due to registration not attached, workdone is not similar nature |
| Sl No | Description | Qty | Unit | Laiq Ram L3 | Nitesh Kumar L2 | BASANT SINGH L1 |
|---|---|---|---|---|---|---|
| 1.01 | Construction of Brushwood vegetative barrier cutting and preparation of wooden posts 2.00 long, 8 to 10 cm dia and digging of holes 20-30 cm dia and 50 cm deep, fencing of live hedge fixing in position complete including binding of rope and carriage of material in all lead & lifts. | 128 | Rmt | 300 ₹38,400 | 100 ₹12,800 Lowest | 220 ₹28,160 |
| 2.01 | Cutting in earth work and disposal of excavated earth upto a lead of 20 (Pick & Jumper work) Dry Stone Check Barriers =4.20 Cum and Crate wire structure=2.92 Cum | 7.12 | Cum | 500 ₹3,560 | 150 ₹1,068 Lowest | 300 ₹2,136 |
| 3.01 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returing the stacked soil in 15 cm layers, when required into plinths sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres as directed by Engineer-in-Charge. (Pick & Jumper work)Dry Stone Check Barriers =36.25 Cum and Crate wire structure=27.76 Cum | 64.01 | Cum | 350 ₹22,403.5 | 190 ₹12,161.9 Lowest | 420 ₹26,884.2 |
| 4.01 | C/o check dam/Check wall in Dry stone Masonry complete as per drawing and technical specifications. | 100.07 | Cum | 1,900 ₹1,90,133 | 320 ₹32,022.4 Lowest | 380 ₹38,026.6 |
| 5.01 | Providing and laying boulder apron for bed protection with stone boulders laid dry complete as per drawing and technical specifications. | 5.25 | Cum | 1,800 ₹9,450 | 150 ₹787.5 Lowest | 550 ₹2,887.5 |
| 6.01 | Providing, Weaving and Spreding of wire netting for wire crate with GI wire 4mm/5mm or SWG 6/8 including binding sides and protion to make crate of : in 15x15 cm mesh (Digaonal Dimension) and carriage of material in all lead and lifts. | 421.28 | Sqm | 267 ₹1,12,481.76 Lowest | 550 ₹2,31,704 | 320 ₹1,34,809.6 |
| 7.01 | Filling stone of spalls into crate and hand packed tightly. | 84.48 | Cum | 700 ₹59,136 | 100 ₹8,448 Lowest | 300 ₹25,344 |
| 8.01 | Collection of boulder stones along the nallah for Dry Stone Check Barriers =102.15 Cum and Crate wire structure=16.88 Cum | 119.03 | Cum | 300 ₹35,709 Lowest | 300 ₹35,709 Lowest | 400 ₹47,612 |
| 9.01 | Carriage of boulder stone over a distance of 500-600 metre average | 166.75 | Cum | 750 ₹1,25,062.5 | 600 ₹1,00,050 Lowest | 600 ₹1,00,050 Lowest |
Tender Value
₹6.0 L
EMD Value
₹15,000
Closing Date
12 Sept 2025, 11:00 amClosed
DPO, IDP Shimla at Shoghi
DPO, IDP Shimla at Shoghi
C/o Vegetative Check Barriers, Dry Stone Check Barriers and Crate Wire Structure at Saghaad Nala in GP-Halau, under Nerwa unit for the F.Y. 2025-26
2025_CPD1_113904_1
DLT/reten21/25-26
Open Tender
Civil Works - Water Works
Item Rate
90 days
Nerwa (Shimla)
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
DPO
₹15,000
16 Sept 2025
5 Sept 2025
12 Sept 2025
5 Sept 2025
12 Sept 2025
5 Sept 2025
5 Sept 2025 - 12 Sept 2025
Amount
Construction of Brushwood vegetative barrier cutting and preparation of wooden posts 2.00 long, 8 to 10 cm dia and digging of holes 20-30 cm dia and 50 cm deep, fencing of live hedge fixing in position complete including binding of rope and carriage of material in all lead & lifts.
Cutting in earth work and disposal of excavated earth upto a lead of 20 (Pick & Jumper work) Dry Stone Check Barriers =4.20 Cum and Crate wire structure=2.92 Cum
Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returing the stacked soil in 15 cm layers, when required into plinths sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres as directed by Engineer-in-Charge. (Pick & Jumper work)Dry Stone Check Barriers =36.25 Cum and Crate wire structure=27.76 Cum
C/o check dam/Check wall in Dry stone Masonry complete as per drawing and technical specifications.
Providing and laying boulder apron for bed protection with stone boulders laid dry complete as per drawing and technical specifications.
Providing, Weaving and Spreding of wire netting for wire crate with GI wire 4mm/5mm or SWG 6/8 including binding sides and protion to make crate of : in 15x15 cm mesh (Digaonal Dimension) and carriage of material in all lead and lifts.
Filling stone of spalls into crate and hand packed tightly.
Collection of boulder stones along the nallah for Dry Stone Check Barriers =102.15 Cum and Crate wire structure=16.88 Cum
Carriage of boulder stone over a distance of 500-600 metre average
Nitesh Kumar (BID ID -553882)
Laiq Ram (BID ID -555173)
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