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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-Finance | L1 | Accepted-Finance Due to L1 bidder | |
| 2 | L2₹8.0 L+₹70,250.70 (9.60%)Rejected-Finance | L2 | Rejected-Finance Due to L2 bidder | |
| 3 | L3₹8.4 L+₹1.1 L (14.4%)Rejected-Finance JOGINDER NAGAR | L3 | Rejected-Finance Due to L3 bidder | |
| 4 | L4₹8.6 L+₹1.3 L (17.2%)Rejected-Finance NOT SPECIFIED | L4 | Rejected-Finance Due to L4 bidder | |
| 5 | L5₹9.6 L+₹2.3 L (31.2%)Rejected-Finance | L5 | Rejected-Finance Due to L5 bidder |
Tender Value
₹9.1 L
EMD Value
₹18,300
Closing Date
4 Jun 2022, 11:00 amClosed
EE HPPWD Division Nalagarh
EE HPPWD Division Nalagarh
.
2022_PWD_60827_1
No-PW-NLD-Tender /2022-23- 2710-14 Dated 11.05.20
Open Tender
Civil Works
Item Rate
180 days
NALAGARH
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹18,300
15 Jun 2022
20 May 2022
4 Jun 2022
20 May 2022
4 Jun 2022
20 May 2022
Amount
Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, consolidation of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtrs., dressing of sides and bottom and backfilling in trenches with excavated suitable material. -upto 3.00 mtrs. depth.
Providing and laying concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203. -P.C.C grade 1:3:6including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge.
Preparation of sub grade by dressing to camber ( 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. stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of 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 stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge.
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 80-100 kN weight to achieve the desired density including lighting barricading and maintenance of diversion etc as per tabl 400.11 & 400.12 and technical specification clause 406. including carriage of material through all modes of transportation within all leads and lifts and other incidentals.
Providing and laying concrete block (IS I make only) Pavement having thickness 80 mm as per drawing and Technical Specification Clause 1504 stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge
Providing concrete for plain concrete in open foundation complete as per drawing and specification clause 802,803,1202& 1203.PCC Grade M-20 stacks as per instruction of Engineer- in- charge including carriage of material with in all lead and lift as per entire satisfaction of Engineer- in- charge
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material, within all lead and lift as per the direction of the Engineer-in-Charage.
Providing and laying reinforced cement concrete pipe NP-2 for culverts on first class bedding of granular materials in single row including fixing colour with cement mortar 1:2 but excluding excavation protection work and parapets clause 1106. 900 mm dia including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
Providing weep holes in brick masonry /stone masonry plain/ reinforced concrete abutment, wing wall, Retaining wall with 100 mm dais A.C. pipe expending through the full width of the structures with slopes of 1 (V):20 (H) towards drawing face complete as per drawing and technical specification clause 614,709,1204, 3.7. including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
SHYAM LAL GOVT CONTRACTOR
AMIT KUMAR
JITENDER KUMAR
SHUBHAM KANWAR
Hardeep Singh Bedi
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