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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAdmitted-Finance | ₹6.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.2 Cr+₹6.9 L (1.12%)Admitted-Finance BATPORA HAIHAMA KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | ₹6.2 Cr+₹6.9 L (1.12%) | L2 | Admitted-Finance |
| 3 | L3₹6.6 Cr+₹42.9 L (6.99%)Admitted-Finance | ₹6.6 Cr+₹42.9 L (6.99%) | L3 | Admitted-Finance |
| 4 | L4₹6.8 Cr+₹66.7 L (10.9%)Admitted-Finance | ₹6.8 Cr+₹66.7 L (10.9%) | L4 | Admitted-Finance |
| 5 | L5₹7.0 Cr+₹87.9 L (14.3%)Admitted-Finance | ₹7.0 Cr+₹87.9 L (14.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S KHURSHID AND CO L1 | JK Road Construction Co Pvt Ltd MD Jahangeer Ahmad Khan L2 | Aijaz Construction Engineers L3 | GRG Infracon Private Limited L4 | M/S SHAN CONSTRUCTIONS HOT MIX PLANT L5 | Rash Builders India Private Limited L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Part A: Site Clearance & Earthwork | |||||||||
| 2.00 | Uprooting and removing Stumps and roots
(Girth above300 to 600 mm.) | 645 | No | - | - | - | - | - | - |
| 3.00 | ( Girth above 600 to 900) | 315 | No | - | - | - | - | - | - |
| 4.00 | Site Clearance :Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 | 1.5 | Hect | - | - | - | - | - | - |
| 5.00 | Const. of embankments with approved materials obtained from borrow pits with a lift up to 1.5 Mtrs transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 M as per tech. specification clause 300.5. | 3,204 | Cum | - | - | - | - | - | - |
| 6.00 | Excavation for road work soil with hydraulic excavator of 0.9 cum bucket capacity incl. cutting and loading in Tippers as per technical specification as per clause 302.30 | 7,200 | Cum | - | - | - | - | - | - |
| 7.00 | Construction of unlined surface drains of average cross- sectional area 0.40 Sqm in soil to specified lines, levels and dimensions excavated material to be used in embankment with a lift upto 3 m and lead of 50 m ( average lead 25 mm) as per technical specification clause 307 | 4,200 | Rm | - | - | - | - | - | - |
| 8.00b). Pavement | |||||||||
| 9.00 | 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. | 7,287.6 | cum | - | - | - | - | - | - |
| 10.00 | 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 cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,) | 2,808.9 | cum | - | - | - | - | - | - |
Tender Value
₹8.1 Cr
EMD Value
₹16.1 L
Closing Date
24 Jan 2020, 4:30 pmClosed
Chief Engineer PMGSY Kashmir
Bund Road near Govt. Silk factory Showroom Rajbagh Srinagar-190008
Upgradation and Maintenance of road from MRL01-Thukerpora to Reshipora via Badrah Shihilpora Dedarpora Stage-U (Batch-I, 2019-20) Package No. JK08-2010, Length 6.00Kms Block Langate, PMGSY Division Handwara.
2019_KSRRD_86485_1
JK082010
Open Tender
CIVIL
Item Rate
548 days
Handwara
Please refer Tender documents.
18 documents required · 18 mandatory
₹10,000
Accounts Officer PMGSY Kashmir
₹16.1 L
Office of CE PMGSY Kashmir
19 Feb 2020
24 Dec 2019
25 Jan 2020
27 Dec 2019
24 Jan 2020
4 Jan 2020
31 Dec 2019
Amount
Part A: Site Clearance & Earthwork
Uprooting and removing Stumps and roots (Girth above300 to 600 mm.)
( Girth above 600 to 900)
Site Clearance :Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
Const. of embankments with approved materials obtained from borrow pits with a lift up to 1.5 Mtrs transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 M as per tech. specification clause 300.5.
Excavation for road work soil with hydraulic excavator of 0.9 cum bucket capacity incl. cutting and loading in Tippers as per technical specification as per clause 302.30
Construction of unlined surface drains of average cross- sectional area 0.40 Sqm in soil to specified lines, levels and dimensions excavated material to be used in embankment with a lift upto 3 m and lead of 50 m ( average lead 25 mm) as per technical specification clause 307
b). 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.
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 cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking 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-Low Porosity including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(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. (2 Coats) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Bituminous Macadam :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 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. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
20mm thick OGPC: 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 cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
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 B as per Technical Specification Clause 510 (By Mech Means) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Shoulders: Const. of embankments with approved materials obtained from borrow pits with a lift up to 1.5 Mtrs transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 M as per tech. specification clause 300.5. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
Part-B: Cross Drainages
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 in trenches with excavated suitable material. Complete Job
Dewatering of trenches
Providing, Laying Ist class bedding on well compacted sand or approved granular material in foundation trenches as per Clause 1105 (ii)including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Rcc M-25 Concrete : Providing concrete for plain/reinforced concrete in Super structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Rcc M-20 Concrete : Providing concrete for plain/reinforced concrete in Sub-structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure/Super Structure complete as per drawings and technical specifications Clauses 1000 and 1202 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular Material) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
Providing and fixing of weep holes in abutment walls.including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 In 1:5 mix mortar including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Pointing with Cement Mortar (1:3) on Stone Masonry as per technical specification Clause 613.3 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Providing PCC M20 Plain Coping on the top of wing wall, return wall etc. complete (50mm thick)as per drawing and technical specification Clause 615 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(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 motor 1:2 but excluding excavation protection works back filling concrete and masonry works in head walls and parapets clause 1106. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
(A). 1000 mm dia
(b). 700 mm dia
c). Protection Works
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 in trenches with excavated suitable material incl. dewatering of trenches and diverting of Nallah wherever necessary. complete Job
Laying Type B (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Providing Plain Cement Concrete levelling course in open foundation as per drawings & Technical Specification Clause 1109 PCC grade M-10 nominal mix 1:3:6 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Stone masonry work in cement mortar in Substructure complete excluding pointing and plastering as per drawing and technical specifications clauses 600, 1202 & 1203. Random Rubble Masonry, In cement mortor (1:5) mix. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Random Rubble Masonry work Laid Dry complete as per drawing and technical specificatins Clauses 702, 707, 1202 & 1203. In Sub Structure including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Pointing with Cement Mortar (1:3) on Stone Masonry as per technical specification Clause 613.3 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
d). Cement Concrete Drain
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 back filling in trenches with excavated suitable material ordinary soil incl. dewatering of trenches and diverting of Nallah wherever necessary. complete Job
Providing, Laying (First Class) bedding on well compacted sand moorum or approved granular material as per Clause 1105 (ii) in foundation trenches.including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Providing Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 PCC grade M-20 nominal mix 1:2:4 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Providing concrete for reinforced concrete in Sub-structure complete as per drawings and technical specification clause 802, 803, 1202 and 1203 RCC grade M-25 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
Supplying, fitting and placing TMT Bar reinforcement in foundation complete as per drawing and technical specification clause 1002, 1010 and 1202 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured,)
e). Road Furniture
Providing and Fixing PMSGY LOGO boards as per drawings and specifications
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
Providing & fixing PMGSY citizen Information Boards as per drawings and technical specifications
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 Ordinary Kilometer Stone (Precast)
Boundary Pillars : 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
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.
JK Road Construction Co Pvt Ltd MD Jahangeer Ahmad Khan
Aijaz Construction Engineers
GRG Infracon Private Limited
M/S SHAN CONSTRUCTIONS HOT MIX PLANT
Rash Builders India Private Limited
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