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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.0 LAccepted-AOC VILLAGE KAWANOO P O BATARI TEHSIL KUMARSAIN DISTT SHIMLA H P | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | 1 | Accepted-AOC Awarded to Sh. Anshul Kainthla, Govt. Contractor | |
| 2 | 2₹9.4 L+₹1.3 L (16.7%)Rejected-Finance | 2 | Rejected-Finance Due to 2nd lowest bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical Reject |
Tender Value
₹8.9 L
EMD Value
₹17,900
Closing Date
19 Aug 2021, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
R/O R/D on link road from Simble Nallah to dalahar (SH P/L Kharanja Soling at Rd 0/460 to 1/205 and Hume Pipe Culvert at Rd 0/340 and 0/800
2021_PWD_51150_1
PW-KMS-AB-NIT/2021-3998-99 dt 05.08.2021
Open Tender
Civil Works - Roads
Item Rate
180 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹17,900
2 Sept 2021
12 Aug 2021
20 Aug 2021
12 Aug 2021
19 Aug 2021
12 Aug 2021
Amount
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.as per directions of the 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 as per HP.PWD specifications including entire carriage of materials in all leads and lifts.as per directions of the 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) including entire carriage of materials in all leads and lifts.as per directions 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.as per directions of the Engineer-in-Charge.
Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 and 1203 P.C.C. nominal mix 1:4:8(25mm aggregates) including entire carriage of materials in all leads and lifts.as per directions 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 . (1 cement : 3 sad : 6 graded stone aggregate 25mm nominal size ) and curing complete.as per directions of the Engineer-in-Charge.
roviding 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 aggregates) including entire carriage of materials in all leads and lifts.as per directions of the Engineer-in-Charge.
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.as per directions of the Engineer-in-Charge.
Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 Granular material including entire carriage of materials in all leads and lifts.as per directions of the 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 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. as per directions of the Engineer-in-Charge.
HARNAM KASHYAP
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