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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹20.7 L+₹0.50 (<0.01%)Rejected-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | 2 | Rejected-Finance L2 | |
| 3 | 3₹20.7 L+₹0.55 (<0.01%)Rejected-Finance VILLAGE TIRMALI P O DADAHU TEHSIL PACHHAD DISTRICT SIRMOUR H P | 3 | Rejected-Finance L3 | |
| 4 | 4₹21.8 L+₹1.1 L (5.39%)Rejected-Finance | 4 | Rejected-Finance L4 |
Tender Value
₹23.0 L
EMD Value
₹42,000
Closing Date
26 Aug 2021, 10:00 amClosed
Executive Engineer
Executive Engineer HPPWD Division Nahan
Maintenance of Bituminous Surfaces, C/o PCC Drain and Cross Drainage Work
2021_PWD_51407_3
NAHAN 3090-3120
Open Tender
Civil Works - Roads
Item Rate
60 days
Nahan
As per Bidding Documents
8 documents required · 8 mandatory
₹500
₹42,000
30 Aug 2022
18 Aug 2021
26 Aug 2021
18 Aug 2021
26 Aug 2021
18 Aug 2021
Amount
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 (twenty) mm thick premix carpet and seal coat type B specification clause 1904.2, 503 and 508.1including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.50(fifty) mm thick including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 ( Three) as per Technical Specification Clause 405. by manual means including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.
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. including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 nominal mix C.C. 1:6:12 ( one cement six sand: twelve aggregates 40mm nominal size) including all leads, lifts and carriage of materials complete as per entire satisfaction 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 nominal mix C.C. 1:4:8 ( one cement four sand: eight crushed aggregates) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing concrete for plain/reinforced concrete in open foundations as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 Nominal mix 1:2:4 (One cement: two sand: four graded stone aggregate twenty milimetre nominal size including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
Providing and laying 900(nine hundred) mm dia reinforced cement concrete pipe NP2 for culverts on first class bedding of granular materials in single row including fixing excluding excavation protection work, back filling concrete and masonary work in head walls and parapets clause 1108 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing weep holes in bricks/stone masonery plain/reinforced concrete abutment wing wall return wall with 100mm dia PVC pipe extended through the full width of the structure with slope of 1 vertical and 20 in horizental towards drawing face complete as per specification clause 614,709,1204,3.7. including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
ANIL KUMAR
Balinder Dutt
SONU SHARMA
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