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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹3.1 L (1.27%)Admitted-Finance | ₹2.5 Cr+₹3.1 L (1.27%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹4.4 L (1.82%)Admitted-Finance | ₹2.5 Cr+₹4.4 L (1.82%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical original papers not submitted |
| 5 | Rejected-Technical M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | - | - | Rejected-Technical original papers not submitted |
| Sl No | Description | Qty | Unit | Rajinder Singh Negi L1 | Happinder Sood L2 | Arun Negi L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in hillly area in all heights and depths in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil , softs rock and hard rocks, chiselling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil setting out true to the required line,grades,width cutting and trimming of sites slopes and level shown on the drawing and as directed by Engineer in Charge at site according to the mord technical specifications for rural road clauses 1603.1 and 1603.2 and sorting out useful material and stacking the same in all leads and lifts on acquired width of the road and transportation for filling in road ways camber,embankment for grade improvement and disposal of all surplus material to approved dumping sites through all modes of tranpotation including head load or animal tranport or mechanical means along with its levelling fine dressing necessary to complete the work by mechanical means and/or labour if required. The recovery of stones whether useful or not for 12251.42 cum .(Four thousand two hundred ninety five six point eight six) in all cases, @ Rs.170/-(one hundred seventy)only per cum shall be effected on pro rata basis .Any loss to the public and private property during the course of excavation shall be the abosolute reponsibility of the contractor, which shall have to duly compensated by him in all cases including of carrige of material with in all leads and lifts. | 64,912.41 | Per Cum | - | - | - |
| 2.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes53 mm to 22.4mm (fifty three millimeter totwenty two point four milimeter ) grading-III, 75mm (Seventyfive millimeter) consolidated thick to water bound macadam specification including spreading in uniform thickness,using template hand packing, rolling with three wheel 80-100 (eighty to hundred)static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven point two millimeter) niminal size at the rate of 0.18 cum (zero point one eight cubic meter) and binding material at the rate of 0.06 (zero point zero six cubic meter) per 10 square meter (Ten) and to fill up the interstices of course aggregate, watering and compacting to the required density as per M.O.R.D.technical specifications clause 405 by mechanical means and as per entire satisfaction or directions by Engineer in Charge including carriage of material with in all leads and lifts. | 346.5 | Per Cum | - | - | - |
| 3.00 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.as per entire satisfaction or directions by Engineer in Charge including carriage of material with in all leads and lifts. | 4,620 | Per Sqm | - | - | - |
| 4.00 | Tack Coat Providing and applying tack coat with Bitumen emulsion (MS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 including all leads and lifts as per directions of Engineer in charge. | 4,620 | Per Sqm | - | - | - |
| 5.00 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto any lead and lift laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.as per entire satisfaction or directions by Engineer in Charge including carriage of material with in all leads and lifts. | 231 | Per Cum | - | - | - |
| 6.00 | Providing and laying 25 mm thick bitumenious concretewith 100-120 TPH capacity batchtype computrised HMP producing an avarage out put oof 75 tonne per hour using crushed aggrigate of specified grading II premixed with VG-10 bitumenious binder as per job mix formula with minimum binder concrete of 5.4%to 5.6% of total weight of mix and filler,transportingthe hot mix to work site laying with hydro static paver finisher with sensor control to the required grade level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the disered compction as per MORTH & Hspecification clause No. 509 complete in all respect including all leads and lifts as per directions of Engineer in Chargec | 115.5 | Per Cum | - | - | - |
Tender Value
₹1.0 Cr
EMD Value
₹1.4 L
Closing Date
7 Mar 2020, 6:00 pmClosed
EE KOTKHAI
HPPWD KOTKHAI
SH Improvement of curves and tarring work
2020_PWD_35769_1
PW-KD/E-Tender/ 2019-20 -3799-3801 DT12.02.2020
Open Tender
Civil Works - Roads
Item Rate
180 days
KOTKHAI
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,000
EE KOTKHAI
₹1.4 L
9 Mar 2020
29 Feb 2020
9 Mar 2020
29 Feb 2020
7 Mar 2020
29 Feb 2020
Amount
Excavation in hillly area in all heights and depths in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil , softs rock and hard rocks, chiselling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil setting out true to the required line,grades,width cutting and trimming of sites slopes and level shown on the drawing and as directed by Engineer in Charge at site according to the mord technical specifications for rural road clauses 1603.1 and 1603.2 and sorting out useful material and stacking the same in all leads and lifts on acquired width of the road and transportation for filling in road ways camber,embankment for grade improvement and disposal of all surplus material to approved dumping sites through all modes of tranpotation including head load or animal tranport or mechanical means along with its levelling fine dressing necessary to complete the work by mechanical means and/or labour if required. The recovery of stones whether useful or not for 12251.42 cum .(Four thousand two hundred ninety five six point eight six) in all cases, @ Rs.170/-(one hundred seventy)only per cum shall be effected on pro rata basis .Any loss to the public and private property during the course of excavation shall be the abosolute reponsibility of the contractor, which shall have to duly compensated by him in all cases including of carrige of material with in all leads and lifts.
Providing, laying, spreading and compacting stone aggregates of specific sizes53 mm to 22.4mm (fifty three millimeter totwenty two point four milimeter ) grading-III, 75mm (Seventyfive millimeter) consolidated thick to water bound macadam specification including spreading in uniform thickness,using template hand packing, rolling with three wheel 80-100 (eighty to hundred)static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven point two millimeter) niminal size at the rate of 0.18 cum (zero point one eight cubic meter) and binding material at the rate of 0.06 (zero point zero six cubic meter) per 10 square meter (Ten) and to fill up the interstices of course aggregate, watering and compacting to the required density as per M.O.R.D.technical specifications clause 405 by mechanical means and as per entire satisfaction or directions by Engineer in Charge including carriage of material with in all leads and lifts.
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.as per entire satisfaction or directions by Engineer in Charge including carriage of material with in all leads and lifts.
Tack Coat Providing and applying tack coat with Bitumen emulsion (MS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 including all leads and lifts as per directions of Engineer in charge.
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto any lead and lift laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.as per entire satisfaction or directions by Engineer in Charge including carriage of material with in all leads and lifts.
Providing and laying 25 mm thick bitumenious concretewith 100-120 TPH capacity batchtype computrised HMP producing an avarage out put oof 75 tonne per hour using crushed aggrigate of specified grading II premixed with VG-10 bitumenious binder as per job mix formula with minimum binder concrete of 5.4%to 5.6% of total weight of mix and filler,transportingthe hot mix to work site laying with hydro static paver finisher with sensor control to the required grade level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the disered compction as per MORTH & Hspecification clause No. 509 complete in all respect including all leads and lifts as per directions of Engineer in Chargec
Happinder Sood
Arun Negi
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