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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.4 LAccepted-AOC GHUMARWIN DIVISION HP PWD GHUMARWIN | 1 | Accepted-AOC Accept | |
| 2 | 2₹33.0 L+₹2.4 L (7.78%)Rejected-AOC | 2 | Rejected-AOC Reject | |
| 3 | Not Admitted-Fee/PreQual/Technical VILLAGE KAWANOO P O BATARI TEHSIL KUMARSAIN DISTT SHIMLA H P | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical VILL MATEOG PO KUMARSAIN TEHSIL KUMARSAIN DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹14.9 L
EMD Value
₹29,800
Closing Date
13 Jan 2020, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
C/O link road Tipari to Dhinguli via Chiya Khaltu Harabag Shantibag in GP Zar SH C/O Wire Crate R/Walla B/Walls at various Rds C/O PCC B/Wall at Rd.1/915 to 1/960 and P/L Kharanja Stone Soling in Km 0/0 to 0/500 and 0/870 to 1/500
2019_PWD_33760_1
PW-KMS-AB-NIT/2019-9555-56 dt.19.12.2019
Open Tender
Civil Works
Item Rate
90 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Kumarsain
₹29,800
30 Sept 2020
30 Dec 2019
14 Jan 2020
30 Dec 2019
13 Jan 2020
30 Dec 2019
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.
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 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.
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.
HARNAM KASHYAP
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