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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹18.8 L (16.0%)Admitted-Finance | ₹1.4 Cr+₹18.8 L (16.0%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | MUHAMMAD YOUSUF RATHER L1 | M/s Highway Constructions L2 |
|---|---|---|---|---|---|
| 1.00(A) PAVEMENTS | |||||
| 2.00 | Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level,watered,graded and compacted in layers to meet requirement of Tables 300.1 and300.2 for subgrade construction as per technical specification clause 303.5.2. | 4,821 | Cum | 24 ₹1,15,704 | 5 ₹24,105 Lowest |
| 3.00 | Granular sub-base :- Granular sub-base course with local materials nallah /quarry (Table 400.13)by mix in place method normal, Construction of granular sub-base by providing local material spreading in uniform layers with mortor grader/ manually 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 401,401.4 as per Technical Specification Clause 408 (using naturally occuring gravel) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured). | 3,160.5 | Cum | 398 ₹12,57,879 Lowest | 700 ₹22,12,350 |
| 4.00 | WBM G-III: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 aggregates, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (Manual means) | 755.25 | Cum | 625 ₹4,72,031.25 Lowest | 1,600 ₹12,08,400 |
| 5.00 | Prime Coat :- Providing and applying (medium Porosity) Primer coat with bitumen emulsion (SS-1) V.G-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm as per Technical Specification Clause 502. Including cost, loading, unloading, haulage octroi charges etc complete (finished work to be measured). | 10,070 | Sqm | 20 ₹2,01,400 | 15 ₹1,51,050 Lowest |
| 6.00 | Bituminous Macadam :- Providing and laying bituminous macadam (50mm thick) with hot mix plant using crushed aggregates of grading as per table 500.3 and 500.4 premixed with bitumen binder V.G -10, not less than 3.3 % laid over a previously prepared surface with paver finisher to the required camber,grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Including loading, unloading, haulage octroi charges etc complete (finished work to be measured). | 503.5 | Cum | 6,300 ₹31,72,050 Lowest | 6,600 ₹33,23,100 |
| 7.00 | Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. | 10,070 | Sqm | 12 ₹1,20,840 | 10 ₹1,00,700 Lowest |
| 8.00 | 20mm 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 V.G-10 to required line, grade, camber and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with 80-100 K.N,finished to required level and grade as per Technical Specification Clause 508.By Mechanical Means .Including loading, unloading, haulage octroi charges etc complete (finished work to be measured). | 10,070 | Sqm | 150 ₹15,10,500 | 140 ₹14,09,800 Lowest |
| 9.00 | Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type B bitumen (S-90) as per Technical Specification Clause 510 and 510.2.3 by mechanical means (S-90) Including loading, unloading, haulage, octroi charges etc complete (finished work to be measured). | 10,070 | Sqm | 40 ₹4,02,800 Lowest | 40 ₹4,02,800 Lowest |
| 10.00 | Earthen Shoulder: Construction of earthen shoulders with approved material obtained from borrow pits with all leads and lifts ,transporting to site, spreading ,grading to required slope and compacted to meat requirement of table 300.2with lead upto 1000m as per T.S Clause 303.1 including loading , unloading and haulage complete. | 3,240 | Cum | 150 ₹4,86,000 Lowest | 250 ₹8,10,000 |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
20 Oct 2020, 4:30 pmClosed
Superintending Engineer PMGSY Circle Srinagar
Engineering Complex, Rajbagh, Srinagar
Construction and Maintenance of Road From Reinchowgund to Kootgujarbasti, Stgae-II, Length 3.0Kms, Phase-VIII, Package No. JK01-251, PMGSY Division Anantnag (2nd Tender Call)
2020_KSRRD_100827_1
JK01251
Open Tender
CIVIL
Item Rate
274 days
Anantnag
Please refer Tender documents.
18 documents required · 18 mandatory
₹10,000
Accounts Officer PMGSY Kashmir
₹3.3 L
Srinagar
10 Nov 2020
8 Oct 2020
21 Oct 2020
8 Oct 2020
20 Oct 2020
9 Oct 2020
12 Oct 2020
Amount
(A) PAVEMENTS
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level,watered,graded and compacted in layers to meet requirement of Tables 300.1 and300.2 for subgrade construction as per technical specification clause 303.5.2.
Granular sub-base :- Granular sub-base course with local materials nallah /quarry (Table 400.13)by mix in place method normal, Construction of granular sub-base by providing local material spreading in uniform layers with mortor grader/ manually 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 401,401.4 as per Technical Specification Clause 408 (using naturally occuring gravel) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured).
WBM G-III: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 aggregates, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (Manual means)
Prime Coat :- Providing and applying (medium Porosity) Primer coat with bitumen emulsion (SS-1) V.G-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm as per Technical Specification Clause 502. Including cost, loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Bituminous Macadam :- Providing and laying bituminous macadam (50mm thick) with hot mix plant using crushed aggregates of grading as per table 500.3 and 500.4 premixed with bitumen binder V.G -10, not less than 3.3 % laid over a previously prepared surface with paver finisher to the required camber,grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
20mm 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 V.G-10 to required line, grade, camber and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with 80-100 K.N,finished to required level and grade as per Technical Specification Clause 508.By Mechanical Means .Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type B bitumen (S-90) as per Technical Specification Clause 510 and 510.2.3 by mechanical means (S-90) Including loading, unloading, haulage, octroi charges etc complete (finished work to be measured).
Earthen Shoulder: Construction of earthen shoulders with approved material obtained from borrow pits with all leads and lifts ,transporting to site, spreading ,grading to required slope and compacted to meat requirement of table 300.2with lead upto 1000m as per T.S Clause 303.1 including loading , unloading and haulage complete.
(B) Construction of Pipe Culverts .
Earth work in Excavation for structures including dewatering as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing , close timbering removal of stumps and other deleterious material including its disposal,upto a lead of 50m ,dressing of sides, bottom and backfilling in trenches with excavated suitable material.All sorts of soil.
Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octroi charges, form work etc complete. P.C.C grade M-10
Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octroi charges, form work etc complete. P.C.C grade M-15
Providing and laying reinferced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing of collor with cement morter 1:2 but excluding excavation,protection works,backfilling,concrete and masonary works in head/drop walls and parapets clause 1106 including loading, unloading, haulage and octroi charges etc.
a) 750 mm dia
(C) Construction of Protection Works
(i) R/B wall
Earth work in Excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing , close timbering removal of stumps and other deleterious material including its disposal,upto a lead of 50m ,dressing of sides, bottom and backfilling in trenches with excavated suitable material.All sorts of soil.
Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octroi charges, form work etc complete. P.C.C grade M-10
Polygonal /Random rubble masonory uncoursed / brought to course in cement sand mortor 1:6 with quarry stones in foundation and plinth including cost of bond stones and levelling up at specified levels with M-5 grade stone agg. 20mm size as per technical specification clause 704.5. Including loading, unloading,haulages, royality,octroi charges etc complete.
Polygonal /Random Rubble Stone masonry uncoursed brought to courses with quarry stones laid dry for substructure complete as per drawing and technical specifications clause 702, 704, 1202 & 1204 including cost of bond stones, loading,unloading,haulages,royality, octroi charges etc complete.
Providing PCC M20 architectural Coping on the top of Retaining wall/Breast wall. complete as per drawing and technical specification Clause 615,710 &1204.3.11.
Backfilling behind abutment,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
(ii) Crate Work
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 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.
Prividing and laying of quarry stones laid in wire crates with 4mm dia black Anealed wire confirming to IS: 280 and IS: 4826 in 100 mmx100mesh (woven diagonally) including 10% extra for lapes and joints laid with stone boulders weighing not less than 25kg each as per drawings and techinacal specifications clause 1301.
(D) Construction of Cement Concrete Drain
Earth work in Excavation for structures including dewatering as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing , close timbering removal of stumps and other deleterious material including its disposal,upto a lead of 50m ,dressing of sides, bottom and backfilling in trenches with excavated suitable material.All sorts of soil.
Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octroi charges, form work etc complete. P.C.C grade M-10
Providing concrete for Plain / reinforced concrete in open foundation including dewatering complete as per drawings and technical specification clause 802,803, 1202 and 1203.Including loading, unloading,haulages, royality,octroi charges, form work etc complete. P.C.C grade M-15
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M-20 Grade. ( Flooring )
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M-25 Grade(Approach Slabs).
Supplying , fitting and placing TMT bar reinforcement (Fe 415) in superstructure complete as per drawing and technical specification clauses 1002, 1010 and 1202 Including loading, unloading,haulages, royality,octroi charges, form work etc complete.
(E) TRAFFIC SIGNS AND ROAD SAFETY MEASURES
Providing and fixing retro- refllectorised cautionary , mandatory and informatory sign as per IRC :67 made of encapsulated lense type reflective sheeting wide clause 1701, 2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75 x75 x6mm steel tube firmly fixed to the ground by properly designed foundation with M-15 grade cement concrete 450 x450 x 600mm , 600mm below round level as per drawing and technical clause 801.
Providing & fixing PMGSY Information sign board with logo as per drawings & technical specifications as per drawing clause 1701 and annexure 1700.1.
AMC for 1st Year
AMC for 2nd Year
AMC for 3rd Year
AMC for 4th Year
AMC for 5th Year
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 Highway Constructions
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