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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-Finance | ₹10.9 L | L1 | Accepted-Finance Being a lowest bidder |
| 2 | L2₹12.0 L+₹1.1 L (10.4%)Rejected-Finance | ₹12.0 L+₹1.1 L (10.4%) | L2 | Rejected-Finance Being a 2nd lowest bidder |
| 3 | L3₹13.2 L+₹2.4 L (21.6%)Rejected-Finance | ₹13.2 L+₹2.4 L (21.6%) | L3 | Rejected-Finance Being a 3rd lowest bidder |
| 4 | L4₹13.4 L+₹2.5 L (23.2%)Rejected-Finance | ₹13.4 L+₹2.5 L (23.2%) | L4 | Rejected-Finance Being a 4th lowest bidder |
| 5 | Rejected-Technical CHENAB VALLEY DIVISION HPPWD UDAIPUR | UDAIPUR | RAJASTHAN | 307025 | - | - | Rejected-Technical Non fulfill the technical criteria |
Tender Value
₹14.4 L
EMD Value
₹28,800
Closing Date
9 Mar 2023, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
C/O Wire Crate R/Wall at Rd 0/345 to 0/378.60 0/555 to 0/585 and earth filling for grade improvement between Rd 0/330 to 0/390
2023_PWD_69920_1
PW-KMS-AB-NIT/2023-17524-25 dt 24.02.2023
Open Tender
Civil Works - Roads
Item Rate
60 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹28,800
25 Mar 2023
3 Mar 2023
10 Mar 2023
3 Mar 2023
9 Mar 2023
3 Mar 2023
Amount
Excavation in soil in hill area by manual means/mechanical means including cutting and trimming of side slope and disposing of excavated earth with in all leads and lifts as per drawing and technical specification clause 1603.10 as per direction of the Engineer-in-charge.
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto all leads and lifts dressing of sides and bottom backfilling in trenches with excavated suitable materials upto all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg. each as per drawing and technical specification Clause 1301 incuding entire carriage of mterials in all leads and lfits.
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) including entire carriage of materials in all leads and lifts.
REENA DEVI
ANIL SEKHRI
PANKUSH BHARDWAJ
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