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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹13.9 L+₹1.7 L (14.1%)Rejected-AOC 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | L2 | Rejected-AOC Reject | |
| 3 | L3₹16.1 L+₹3.9 L (31.8%)Rejected-Finance | L3 | Rejected-Finance Reject | |
| 4 | L4₹16.3 L+₹4.1 L (33.7%)Rejected-Finance | L4 | Rejected-Finance Reject |
Tender Value
₹10.6 L
EMD Value
₹21,300
Closing Date
19 Oct 2020, 5:00 pmClosed
EE BBNDA BADDI
EE BBNDA BADDI
C/o Link road from Vill. Dorian to ST. LUKE S SCHOOL AND other Industries.
2020_BBNDA_41235_1
BBNDA-06(PROJECT)NIT/5458-68 DATED 29.09.2020
Open Tender
Civil Works
Item Rate
90 days
BADDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE BBNDA BADDI
₹21,300
6 Jan 2021
5 Oct 2020
21 Oct 2020
5 Oct 2020
19 Oct 2020
5 Oct 2020
5 Oct 2020 - 19 Oct 2020
Amount
Reamoval of unsuitable soil including excavation loading and disposal up to 1000M lead but excluding compaction ground supporting embanament sub grade replacement by suitable soil wich shall be paid separtely as per clause 303.5.2 as per technical specification clause 302.3.11
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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) complete as per HP.PWD specifications.
Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade complete as per HP.PWD specifications.
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 works, backfilling, concrete and masonry works in head walls and parapets Clause 1108. 600mm dia
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.
Providing and laying Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 P.C.C. 1:3:6 grade M -10. including cost of form work, centering, shuttering etc.
Surface Drain in Soil Construction of unlined surface drain of average cross-section area 0.40 sqm in soil to specified lines grades levels and dimensions Excavated materials to be used in embankment with a lift upto 3m and lead of 50m (avarage lead 25m ) .as per Technical Specification Clause 307 ( A) Manual Means
Providing and applying priming coat with Bitumen emulsion ( SS- 1 ) on prepaired surface of granular base including cleaning og road surface and spraying primer at the rate of 0.70-1.0 kg /sqm. using mechanical means as per Technical Specification Clause 502
Providing and laying dense bituminous macadam 50mm with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading,premixed with bituminous binder @ 4.0 to 4.50 percent of mix and filler , transporting the hot mix to work site , laying with a hydrostatic paver finisher with sensor control to the required grade, level and alingment , rolling with smooth wheeled vibratory and tandem rollers to achive the desired compaction as per MORTH specification clause no. 507 complete in all respects.
Pawan Kumar
rehana
Amardeep Singh
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