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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹9.8 L (8.57%)Admitted-Finance | ₹1.2 Cr+₹9.8 L (8.57%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S M J ROAD CONSTRUCTION L1 | M/S Tech Builders L2 |
|---|---|---|---|---|---|
| 1.00Pavement | |||||
| 2.00 | Loosening of ground up to level of 300mm below the subgrade level watering,grading and compacting layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per technical specification and clause 303.5.2 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) . | 1,350 | Cum | - | - |
| 3.00 | Granular sub-base :-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. 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) . | 2,583 | Cum | - | - |
| 4.00 | WMM: 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.with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) . | 589.5 | Cum | - | - |
| 5.00 | 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 0.70-1.00 kg/sqm as per Technical Specification Clause 502.(Low Porosity) 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) . | 7,860 | Sqm | - | - |
| 6.00 | Tack Coat :- Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20-0.25 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 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) . | 7,860 | Sqm | - | - |
| 7.00 | Bituminous Macadam :- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumen binder @ 3.20 % to 3.50 %,of denisity,Viscosity VG grade 10 transported to site 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) . | 393 | Cum | - | - |
| 8.00 | 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. 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) . | 7,860 | Sqm | - | - |
| 9.00 | 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 B as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen Viscosity VG grade 10 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) . | 7,860 | Sqm | - | - |
| 10.00 | Const. of sub grade and Earthen shoulders: with approved materials obtained from borrow pits with all lifts and leads transporting to site spreading, grading to required slope and compacting to meet requirements of table 300.2 as per technical clause 303.1,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) . | 2,250 | Cum | - | - |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
24 Feb 2020, 4:00 pmClosed
Executive Engineer PMGSY Division Bandipora
Bandipora
Construction and Maintenance of road from L048-Gundpreng to Batgund Stage-II (Batch-I, 2018-19) Package No. JK03-287 Length 02.50 KMs PMGSY Division Bandipora
2020_KSRRD_89753_1
JK03287
Open Tender
CIVIL
Item Rate
365 days
Bandipora
Please refer Tender documents.
13 documents required · 13 mandatory
₹6,000
Executive Engineer PMGSY Division Bandipora
₹2.7 L
Office of the Ex Engineer PMGSY Div Bandipora
28 May 2020
14 Feb 2020
25 Feb 2020
15 Feb 2020
24 Feb 2020
18 Feb 2020
17 Feb 2020
Amount
Pavement
Loosening of ground up to level of 300mm below the subgrade level watering,grading and compacting layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per technical specification and clause 303.5.2 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) .
Granular sub-base :-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. 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) .
WMM: 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.with all leads, lifts, loading unloading and octori.(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 0.70-1.00 kg/sqm as per Technical Specification Clause 502.(Low Porosity) 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 at the rate of 0.20-0.25 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 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) .
Bituminous Macadam :- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumen binder @ 3.20 % to 3.50 %,of denisity,Viscosity VG grade 10 transported to site 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 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. 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) .
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.specification 1995) By Mechanical Means Type B Bitumen Viscosity VG grade 10 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) .
Const. of sub grade and Earthen shoulders: with approved materials obtained from borrow pits with all lifts and leads transporting to site spreading, grading to required slope and compacting to meet requirements of table 300.2 as per technical clause 303.1,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) .
Cement Concrete Drain ( 350 Rm )
Earth work excavation for structures as per drawing and technical specification clause 305.1 incl. setting out constt. Of shoring and bracing removal of stumps and other deletrious material and dressing of sides and bottom and backfilling in trenches with excavated suitale material ( upto 3m depth) .(Finished work to be measured, complete) .
Type B (First Class) bedding, Laying (first class) bedding of well compacted sand, moorum or approved granular material as per MORD technical specifications clause 1105 (ii) including cost and carriage of all materials from approved source to site of work .(Finished work to be measured, complete) .
Providing concrete for plain concrete in open foundations complete as per drawings and MORD Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6) including cost of form-work & 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) .
Plain/reinforced cement concrete inopen foundationcomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. 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) .P.C.C Grade M-15
Plain/reinforced cement concrete inopen foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading unloading handling , re-handling and octori, complete. (finished work to be measured) R.C.C Grade M-20
Supplying, placing and fixing of HYSD bar reinforcement (Fe 415) in Foundation complete as per drawings and MORD technical specifications clause 1002,1010and 1202 including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading unloading handling , re-handling and octori, complete. (finished work to be measured)
Road Furniture
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 1703Including loading unloading, haulage ete complete job
Providing and fixing of citizen information boards as per drawing and details of PMGSY fig.3A steel tube firmly fixed to the ground by properly designed foundation with M-15 grade cement concrete 450*450*600mm, 600m below round level as per drawing and technical specification
Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS plates of 1.6mm thick, top and midldle plate duly welded with MS flat iron 25mm*25mm size on back on edges. The lower plate will be welded. complete job
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 Tech Builders
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