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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.2 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹89.5 L+₹4.0 L (4.74%)Rejected-Finance | L2 | Rejected-Finance Second lowest bidder | |
| 3 | L3₹90.0 L+₹4.5 L (5.31%)Rejected-Finance HIMACHAL PRADESH HP | L3 | Rejected-Finance Third lowest bidder | |
| 4 | L4₹92.0 L+₹6.5 L (7.60%)Rejected-Finance R O VILLAGE P O CHARATGARH TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | L4 | Rejected-Finance Fourth lowest bidder | |
| 5 | L5₹99.6 L+₹14.1 L (16.5%)Rejected-Finance VILLAGE PO DEHLAN TEHSIL DISTRICT UNA HP 601131 | UNA | UNA | HP | 601131 | L5 | Rejected-Finance Fifth lowest bidder |
Tender Value
₹87.6 L
EMD Value
₹1.2 L
Closing Date
18 Apr 2022, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Construction of link road from Abadi Loharan towards Ravi Kumar, Jivan Kumar and Matri Stone Crusher Gram Panchayat Lower Basal Distt. Una(HP).
2022_SIDC_59220_1
Job No. 8
Open Tender
Civil Works - Roads
Item Rate
90 days
Una
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,900
₹1.2 L
21 Jun 2022
8 Apr 2022
19 Apr 2022
8 Apr 2022
18 Apr 2022
8 Apr 2022
Amount
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material with all leads and stacking the serviceable material as per Technical Specification Clause 202 concrete work with all lead and lifts.
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with in all lead & lift as per Technical Specification Clause 1603.1All useful material such as stone , shingles aggregate and slates Shall be properly Stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per direction of the Engineer -in -charge . Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
Earthwork 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 lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material with in all lead and lifts.
Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete.150 mm dia including carriage of material with in all lead and lifts
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 cement concrete1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) and curing complete including cost of centring, shuttering and carriage of material with in all lead and lifts.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Reinforced cement concrete1:2:4 (1 cement:2 sand:4 graded stone aggregate 20mm nominal size) and curing complete including cost of centring, shuttering and carriage of material with in all lead and lifts.
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 including carriage of material with in all lead 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 cement concrete1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete including cost of centring, shuttering and carriage of material with in all lead and lifts.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 cement concrete1:2:4 (1 cement:2 sand:4 graded stone aggregate 20mm nominal size) and curing complete including cost of centring, shuttering and carriage of material with in all lead and lifts.
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm ISI Marked (M-40)as per drawing and Technical Specification Clause 1504 including carriage of material within all lead and lift
Preparation of sub grade by dressing to combor (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 material within all lead and lift
Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications including carriage of material within all lead and lift
Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 1:6:12 (1 cement:6 sand:12 graded stone aggregate 40mm nominal size) and curing complete including cost of centring, shuttering and carriage of material with in all lead and lifts.
Construction of embankment with approved material obtained from borrow pits with all lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical Specification Clause 301.5 including carriage of material within all lead and lift
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 including carriage of material within all lead and lift
shubham govt.contractor
Mukesh Kumar
Balbir Singh Govt Contractor
Amrik Singh
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