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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.7 LAccepted-AOC VILLAGE KAWANOO P O BATARI TEHSIL KUMARSAIN DISTT SHIMLA H P | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | 1 | Accepted-AOC ACCEPT | |
| 2 | 2₹22.9 L+₹2.3 L (11.3%)Rejected-Finance | 2 | Rejected-Finance REJECT DUE TO 2ND LOWEST BIDDER | |
| 3 | 3₹23.7 L+₹3.1 L (15.2%)Rejected-Finance | 3 | Rejected-Finance REJECT DUE TO 3RD LOWEST BIDDER | |
| 4 | Not Admitted-Finance HIMACHAL PRADESH HP | - | Not Admitted-Finance Not qualified for AOC | |
| 5 | Not Admitted-Finance VILLAGE P O KUMARSAIN TEHSIL KUMARSAIN DISTT SHIMLA H P | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
Refer Docs
EMD Value
₹21,700
Closing Date
12 Mar 2021, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
Construction of road from Dokhari Nallah Rogha Kotgarh via Khobal Nallah Km 0/000 to 2/000 SH C/O PCC Retaining wall at Rd 0/000 to 0/013 0/097 to 0/117 C/O PCC Breast wall at Rd 0/075 to 0/090 C/O RCC Hume pipe culvert at Rd 0/170 and 0/465 and Pro
2021_PWD_45031_1
PW-KMS-AB-NIT/2021-13226-27 dt.25.02.2021
Open Tender
Civil Works - Roads
Item Rate
180 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹21,700
14 Jul 2021
6 Mar 2021
15 Mar 2021
6 Mar 2021
12 Mar 2021
6 Mar 2021
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 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 1:6:12(40mm aggregate) including entire carriage of materials in all leads and lifts.
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) including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203 P.C.C. grade M 10 nominal mix 1:3:6 including entire carriage of materials in all leads and lifts.
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108, 900mm including entire carriage of materials in all leads and lifts.
Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pie extending through the full with 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 including entire carriage of materials in all leads and lifts.
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clauses 1204.3.8. Granular Material including entire carriage of materials in all leads and lifts as per direction of the 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 entire carriage of materials in all leads and lifts.
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 as per HP.PWD specifications including entire carriage of materials in all leads and lifts.
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) including entire carriage of materials in all leads and lifts.
REENA DEVI
MITLESH BISHT
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