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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.1 CrAccepted-Finance | ₹5.1 Cr | 1 | Accepted-Finance L1 |
| 2 | 2₹5.3 Cr+₹16.7 L (3.25%)Rejected-Finance | ₹5.3 Cr+₹16.7 L (3.25%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical WATHORA CHADOORA BUDGAM KASHMIR J K 191113 | CHADOORA | BUDGAM | JAMMU AND KASHMIR | 191113 | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹6.3 Cr
EMD Value
₹12.6 L
Closing Date
1 Feb 2020, 4:30 pmClosed
Superintending Engineer pmgsy circle Baramulla
Sangrama Baramulla
upgradation and maintenance of road from naidkhai to gund jehnagir stage u batch 1 2019-20 package no jk03-2005 length 5km block hajin pmgsy div bandipora
2020_KSRRD_86996_1
JK032005
Open Tender
CIVIL
Item Rate
Bandipora
Please refer Tender documents.
18 documents required · 18 mandatory
₹10,000
Accounts officer PMGSY Kashmir
₹12.6 L
Yes
office of the S E pmgsy circle baramulla
5 Apr 2021
8 Jan 2020
3 Feb 2020
9 Jan 2020
1 Feb 2020
15 Jan 2020
13 Jan 2020
Amount
SITE CLEARANCE:
Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps (As per tech specification clause 201) of Specified Girths, [Item = 2.3 (A)]
i) Girth above 300 mm to 600 mm
ii) Girth above 600 mm to 900 mm
iii) Girth above 900 mm to 1800 mm
Earth Work
Construction of Embankment with approved material obtianed from borrow pits with all lifts transporting to site, spreading, grading to reqiured slope and compacting to meet requirement of of Tables 300.1 and 300.2 with all leads, loading , unloading, octrio(finished item to be measured)
Excacation of roadway in the soil by mechanical means incl. cutting and pushing the earth to site of embankment upto a required lead , including trimming bottom and side slopes in accordance with requirement of line grade and cross sections
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and all leads as per Technical Specification Clause 307
Pavement
Providing, laying spreading and compacting local materials in block or large discrete particles such as kankar,laterite,dhandla etc as per table 400.13) to granular sub base specifications (PI <6 )including spreading of uniform thickness, hand packing,rolling with three wheel80-100KN static roller in stages to proper grade and camber applying and brooming requisite type of screening/binding materials to fill up the interstices of laid material watering and compacting to required density as per clause405.3 and technical specification clause 408
Wet Mix Macadam: - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. including loading ,unloading, haulages,octori charges and royality complete. (finished work to be measured).
Scarifying the existing Bituminious :Scarifying road surface upto required depth and disposal of scarified material with a reqd lead and lift as per technical specification clause 301.4 including carriage of all materials with all leads, lifts, Loading Unloading and octori (Finished work to be measured)
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 .Including cost, loading unloading,haulage octroi charges etc complete (finished work to be measured complete).
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. Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Bit Macadam (Waste Plastic):- P/L Bit Macadam with( 50mm thick ) with hot mix plant using crushed aggregate of grading as per Table 500.3and 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 designed compaction as per tecnical specifications clause 504. including loading unloading haulage octori charges complete.(finished work to be measured complete).
OPEN GRADED PRE-MIX-CARPET: -Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Including loading unloading haulage octori charges complete.(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, 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).
Berm Filling/ Shoulder: - 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 1000 m as per Technical Specification Clause 303.1. Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
RCC Pipes 1200mm dia DB
Earth work : - Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal to all leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material. including loading,unloading,haulages,octori charges complete
Type B (First Class) Bedding: - Laying of (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Type A concrete cradle bedding:Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 including loading ,unloading, haulages,octori charges and royality complete. (finished work to be measured).
polygon Random rubble stone masonry in cement; Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 including loading ,unloading, haulages,octori charges and royality complete. (finished work to be measured).
Backfilling : - Backfilling behind abutment, wing wall, return wall, etc. complete as per drawings & technical specification Clause 1204.3.8 Granular material . Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Providing and laying reinforced cement concrete pipe NP3 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 1106.(1200MM dia). Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
RCC Pipes 500mm dia
Earth work : - Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal required lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. including loading,unloading,haulages,octori charges complete
Type B (First Class) Bedding: - Laying of (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
polygon Random rubble stone masonry in cement; Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 including loading ,unloading, haulages,octori charges and royality complete. (finished work to be measured).
Providing and laying reinforced cement concrete pipe NP3 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 1106..(500MM dia). Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Protection Work (2mts wall of 300RM, 3mts wall of 389RM)
Earth work : - Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. including loading,unloading,haulages,octori charges complete
PCC Grade M10 Nominal mix 1:3:6 :-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
polygon rendom Rubble masonry uncoursed brought to course in cement mortar 1;5 with querry stones Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
polygon rendom rubble masonry uncoursed brought to course with querry laid DRY in foundation and plinth Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Providing weepholes in brick masonary/stone masonary, plain/ reinforced concrete abutmenrt, wingwall, return wall, with 100mm dia AC pipe extending through the full width of the structure with slope 1:20 towards drawing face complete as per drawing andf technical specification clause 614,709,1204.3.7
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Backfilling : - Backfilling behind abutment, wing wall, return wall, etc. complete as per drawings & technical specification Clause 1204.3.8 Granular material . Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
TOE WALL
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in ordnary soil with lead upto 3m. [Item=11.1(I)i]
Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii), [Item=9.2(ii)]
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 [Item=12.9]
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8), [Item=12.10(I)]
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6), { P.C.C grade M 10 Nominal mix 1:3:6}, [Item=11.4(I)i]
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-15 Nominal mix 1:2.5:5), [Item=11.4(II)i]
PCC DRAIN (1100 Rm)
Earth work : - Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. including loading,unloading,haulages,octori charges complete
PCC Grade M10 Nominal mix 1:3:6 :-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
RCC Grade M15: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Providing weepholes in brick masonary/stone masonary, plain/ reinforced concrete abutmenrt, wingwall, return wall, with 100mm dia AC pipe extending through the full width of the structure with slope 1:20 towards drawing face complete as per drawing andf technical specification clause 614,709,1204.3.7
RCC Grade M20: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
Road Furniture
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 [Item=10.16]
Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A") with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Providing and Fixing of PMGSY Logo Board( at 2 Kms /Logo Board ) as per drawing and details of PMGSY (Fig: 5 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1, [Item=8.2(i)]
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703, [Item=10.10(ii)]
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704, [Item=10.11]
Construction of back pillars in front of each reference pillar as per Fig. 1600.1 (c ), [Item=8.2(ii)]
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801, [Item=10.2(A)i]
Maintenance for Five Years
1st Year
2nd Year
3rd Year
4th Year
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.
GRG Infracon Private Limited
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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