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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹85.9 L+₹19.9 L (30.3%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S A.H.C.C L2 | M/s Mohammad Anwar Khan L1 |
|---|---|---|---|---|---|
| 1.00Pavement | |||||
| 2.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using Naturally Occuring gravels) including , loading unloading haulages,Octori charges and royality compleate .(Finished work to be measured, complete .) | 1,630 | cum | 1,200 ₹19,56,000 | 920 ₹14,99,600 Lowest |
| 3.00 | WBM Grading 3: 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (By Manual Means)including , loading unloading haulages,Octori charges and royality compleate .(Finished work to be measured, complete .) | 355 | Cum | 2,400 ₹8,52,000 | 2,350 ₹8,34,250 Lowest |
| 4.00 | Prime Coat:- 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . | 4,850 | Sqm | 60 ₹2,91,000 | 50 ₹2,42,500 Lowest |
| 5.00 | Tack Coat:-Providing and applying Tack Coat with bitumen emulsion(RS-1) using emulsion distributor @0.20-0.25 kg/sqm on the prepared surface cleaned with hydraulic broom as per technical specification clause 503 including Loading,Unloading, Haulages,Octori charges e.t.c. complete | 4,850 | Sqm | 22 ₹1,06,700 | 15 ₹72,750 Lowest |
| 6.00 | Bituminous Macadam : Providing and laying bituminous macadam(50mm thick) with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder transported to site upto a lead of 1000 m 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 incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . | 242.5 | Cum | 9,500 ₹23,03,750 | 8,000 ₹19,40,000 Lowest |
| 7.00 | 20mm thick OGPC: Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100KN static roller capacity finished to required level and grade to be followed by the seal coat of either type-A,Type-B or Type-C as per technical specification clause 508. by Mech. means using bitumen(S-90)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . | 4,850 | Sqm | 220 ₹10,67,000 | 180 ₹8,73,000 Lowest |
| 8.00 | Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . | 4,850 | Sqm | 70 ₹3,39,500 | 56 ₹2,71,600 Lowest |
| 9.00 | Earthen Shoulders :- Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per technical specifications clause 303.1. incl. cost and carriage with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . | 1,300 | cum | 1,000 ₹13,00,000 | 375 ₹4,87,500 Lowest |
| 10.00 | Maintenance cost of 1st years | 1 | Year | 37,142.86 ₹37,142.86 Lowest | 37,142.86 ₹37,142.86 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
8 Feb 2021, 4:00 pmClosed
Executive Engineer PMGSY Division Ganderbal
Ganderbal
Construction and Maintenance of Road from Wangath to peth khanan (Stage 2nd), Phase-IX, Length 1.58 Kms. Package No JK13-104 Div. Ganderbal.
2021_KSRRD_105092_1
JK13104
Open Tender
Civil Works - Roads
Item Rate
270 days
Ganderbal
Please refer Tender documents.
14 documents required · 14 mandatory
₹6,000
Executive Engineer PMGSY Division Ganderbal
₹1.5 L
Officeof the Executive Engineer PMGSYDiv Ganderbal
10 Feb 2021
22 Jan 2021
9 Feb 2021
23 Jan 2021
8 Feb 2021
28 Jan 2021
27 Jan 2021
Amount
Pavement
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using Naturally Occuring gravels) including , loading unloading haulages,Octori charges and royality compleate .(Finished work to be measured, complete .)
WBM Grading 3: 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (By Manual Means)including , loading unloading haulages,Octori charges and royality compleate .(Finished work to be measured, complete .)
Prime Coat:- 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
Tack Coat:-Providing and applying Tack Coat with bitumen emulsion(RS-1) using emulsion distributor @0.20-0.25 kg/sqm on the prepared surface cleaned with hydraulic broom as per technical specification clause 503 including Loading,Unloading, Haulages,Octori charges e.t.c. complete
Bituminous Macadam : Providing and laying bituminous macadam(50mm thick) with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder transported to site upto a lead of 1000 m 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 incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
20mm thick OGPC: Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100KN static roller capacity finished to required level and grade to be followed by the seal coat of either type-A,Type-B or Type-C as per technical specification clause 508. by Mech. means using bitumen(S-90)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
Earthen Shoulders :- Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per technical specifications clause 303.1. incl. cost and carriage with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
Maintenance cost of 1st years
Maintenance cost of 2nd years
Maintenance cost of 3rd years
Maintenance cost of 4th years
Maintenance cost of 5th years
The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.
M/S A.H.C.C
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