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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.5 LAccepted-AOC HIMACHAL PRADESH HP | ₹15.5 L | 1 | Accepted-AOC Accept |
| 2 | 2₹16.2 L+₹65,852.82 (4.25%)Rejected-AOC VILLAGE KAWANOO P O BATARI TEHSIL KUMARSAIN DISTT SHIMLA H P | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | ₹16.2 L+₹65,852.82 (4.25%) | 2 | Rejected-AOC Reject |
| 3 | 3₹16.7 L+₹1.2 L (7.83%)Rejected-AOC NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹16.7 L+₹1.2 L (7.83%) | 3 | Rejected-AOC Reject |
| 4 | 4₹19.5 L+₹4.0 L (25.6%)Rejected-AOC VILL MATEOG PO KUMARSAIN TEHSIL KUMARSAIN DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹19.5 L+₹4.0 L (25.6%) | 4 | Rejected-AOC Reject |
Tender Value
₹13.0 L
EMD Value
₹26,000
Closing Date
19 Aug 2020, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
Construction of Dalan Bhanana Road Km. 0/0 to 2/330 SH C/O Hume Pipe Culvert at Various Rds. including wing wal
2020_PWD_39553_1
PW-KMS-AB-NIT/2020-3140-41 dated 14.07.2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EEKumarsain
₹26,000
22 Oct 2020
5 Aug 2020
20 Aug 2020
5 Aug 2020
19 Aug 2020
5 Aug 2020
Amount
Earth work in excavation for all type of road structures such as Retaining walls, Breast Walls, Culverts, Drains & Parapets etc. in all type of classification of soil, comprising of ordinary soils, ordinary rock, hard rock, chiselling/wedging out of rocks (where blasting is prohibited) as per drawing & MORD technical specifications clause 305.1 as per direction of the Engineere-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads and lifts including dressing of sides and bottom & backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (One hundred fifty millimeters) compacted thickness including shortingand strutting and pumping or bailing out water (surface and sub soil water) upto all depths and any quantom of water including cleaning of slush which may arise out during dewatering as per the directions of 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(C.C. 1:6:12) including carriage of materials with in all leads and lifts as per direction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded crushed stone aggregate 40mm nominal size) for plain/reinforcement concrete in open foundation complete as per drawing and technical specifiction clauses 802, 803, 1202 & 1203 including carriage of materials 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 (Hand mixing) including carriage of materials with in all leads and lifts as per direction 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.
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 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 & 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.
Anshul Kainthla
Rohitashav Singh Mehta
Surjeet Kumar
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