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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.7 LAccepted-AOC | ₹32.7 L Quoted ₹33.2 L | 1 | Accepted-AOC Accept |
| 2 | 2₹36.8 L+₹3.7 L (11.0%)Rejected-Finance | ₹36.8 L+₹3.7 L (11.0%) | 2 | Rejected-Finance Due to 2nd Lowest Contractor |
| 3 | 3₹37.4 L+₹4.3 L (12.8%)Rejected-Finance | ₹37.4 L+₹4.3 L (12.8%) | 3 | Rejected-Finance Due to 3rd lowest contractor |
| 4 | 4₹42.0 L+₹8.8 L (26.7%)Rejected-Finance | ₹42.0 L+₹8.8 L (26.7%) | 4 | Rejected-Finance Due to 4th Lowest Bedder |
Tender Value
Refer Docs
EMD Value
₹34,900
Closing Date
31 Dec 2020, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
Construction of road from Kachineghatti Aur to Kalmu Galani Km 0/000 to 2/300 SH Construction of PCC Retaining wall and Breast wall at various RDs Construction of wire crate Retaining wall at Various Rds and Providing and laying Kharanja stone solin
2020_PWD_43256_1
PW-KMS-AB-NIT/2020-9263-64 dated 07.12.2020
Open Tender
Civil Works
Item Rate
90 days
Kumarsain
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
EE Kumarsain
₹34,900
Yes
28 Apr 2021
17 Dec 2020
1 Jan 2021
17 Dec 2020
31 Dec 2020
17 Dec 2020
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 incuding carriage of materials through all modes of transportation with in all leads and lifts as per HP.PWD specifications of 1990 volume-1 and as per direction of 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 concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203) P.C.C nominal mix 1:5:10 (40mm aggregates) incuding carriage of materials through all modes of transportation with in all leads and lifts as per HP.PWD specifications of 1990 volume-1 and as per direction of Engineer-in-Charge.
Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pie extending through the full width of the structures with slop of 1 (v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 incuding carriage of materials through all modes of transportation with in all leads and lifts as per HP.PWD specifications of 1990 volume-1 and as per direction of 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(ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg. (twenty five kilogramme) each as per drawing and technical specification Clause 1301 incuding carriage of materials through all modes of transportation with in all leads and lifts as per HP.PWD specifications of 1990 volume-1 and as per direction of Engineer-in-Charge.
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clauses 1204.3.8. Granular Material incuding carriage of materials through all modes of transportation with in all leads and lifts as per HP.PWD specifications of 1990 volume-1 and as per direction of Engineer-in-Charge.
Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of Engineer-in-Charge.
Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade completed incuding carriage of materials through all modes of transportation with in all leads and lifts as per HP.PWD specifications of 1990 volume-1 and as per direction of Engineer-in-Charge.
Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification 100mm spread thickness (finished work including materials and labour) completed incuding carriage of materials through all modes of transportation with in all leads and lifts as per HP.PWD specifications of 1990 volume-1 and as per direction of Engineer-in-Charge.
VIDYA DUTT GAUTAM
MITLESH BISHT
PANKUSH BHARDWAJ
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