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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.3 LAccepted-AOC VILLAGE BHAMNA KAHANGARH ROAD SAMANA DISTT PATIALA | SAMANA | PATIALA | PUNJAB | L1 | Accepted-AOC ACCEPT | |
| 2 | L2₹32.1 L+₹2.8 L (9.38%)Rejected-AOC | L2 | Rejected-AOC REJECT | |
| 3 | L3₹32.8 L+₹3.5 L (11.9%)Rejected-AOC | L3 | Rejected-AOC REJECT | |
| 4 | L4₹33.1 L+₹3.8 L (12.8%)Rejected-Finance | L4 | Rejected-Finance Reject | |
| 5 | L5₹34.7 L+₹5.4 L (18.4%)Rejected-Finance | L5 | Rejected-Finance Reject |
Tender Value
₹33.3 L
EMD Value
₹57,500
Closing Date
18 May 2020, 5:00 pmClosed
EE BBNDA BADDI
BBNDA BADDI
C/o Retaining wall and culvert village Kashmirpur S.C. Basti Near House of Jagir Naranjan and others, C/o link road culvert to New KirpAlpur colony.RD 0/00 to 0/300
2020_BBNDA_36921_1
BBNDA-06(PROJECT)2336-45 DATED 30.04.2020
Open Tender
Civil Works
Item Rate
60 days
NALAGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
EE BBNDA BADDI
₹57,500
1 Jun 2020
4 May 2020
19 May 2020
4 May 2020
18 May 2020
4 May 2020
4 May 2020 - 18 May 2020
Amount
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, 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 & camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 ( 90 mmto 63 mm) (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 & camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading ii ( 63 mmto 40mm) (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical 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 applying tack coat with Bitumen emulsion ( RS- 1 ) uasing emulsion distributor at the rate of 0.20-0.25 kg /sqm. on the prepaired bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and laying hot applied thermoplastic compound 2.5 mm thick including refectorising glass beads @ 250 gms sqmt. Area thickness of 2.5 mm is inclusive of surface applied glass beads as per I R C : 35. The finished surface to be level uniform and free from streaks and holes.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.
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.
Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate40 mm nominal size) and curing complete including cost of centering and shuttering in foundation and plinth including carriage of materials within all leads and lifts complete in all respect.
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.
Providing and laying plain / reinforced concrete in open foundations complete as per drawing and technical specification clause 802 ;803; 1202 and 1203 P.C.C. grade-M-15 (i) Nominal mix 1:2.5:5 including the cost of centering and shuttering in open foundation.
Providing concrete for plain/rainforced concrete in open fondations complete as per drawings and technical specificationbs clause 802, 803, 1202 & 1203. III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
Providind and laying cement concrete 1:1.5:3 with mechanically mixed and viberated having size of course aggregate 20 mm and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Foundation,footing bases of columns and the like and mass concrete
Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level :- TMT steel.
Providing weepholes in brick masonary/ stone masonery plain / reinforced concrete abutment wing wall return wall with 100m m dia P V C pipe extendimg through the full width of the structures with slop of 1(v) :20 (H ) towards drawing face complete as par drawing and technical specification clauses 614;709;1204 3.7
Back filling behind abutment , wing wall and return wall complete as per drawings and Technical specification Clause 1204.3 .8
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 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. 300 mm dia
Providing and laying dense bituminous macadam 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.
Providing and laying bituminous concrete 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 @ 5.4 to 5.6 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 achieve the desired compaction as per MORTH specification clause no. 509 complete in all respects.
Lovedeep singh
JAI PRAKASH RANOTE
sukhbir singh govt. contractor
dharamvir singh govt. contractor
karamveer govt. contractor
SURJEET SINGH CONTRACTOR
rehana
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