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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance R O GARKOTE URI DISTRICT BARAMULLA | NA | NA | 193101 | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹5.0 L (3.09%)Admitted-Finance | ₹1.7 Cr+₹5.0 L (3.09%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Balote construction co L1 | LATEEF aHMAD lONE L2 |
|---|---|---|---|---|---|
| 1.00Pavements | |||||
| 2.00 | Loosening of gound up to level of 150mm below the sub grade level,watered ,graded and compacted all layers to meet requirement of tables 300.1 and 300.2 for sub grade construction as per T.S.Clause 303.5.2 | 1,470.15 | Cum | - | - |
| 3.00 | Granular sub-base course with local material (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 OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per MORD technical . Specification. Clause 408. Using naturally occurring gravel, 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, complete) | 3,267 | Cum | - | - |
| 4.00 | WBM Grading 3rd: Providing, laying, spreading ,by manual means & 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 & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 3rd as per MORD technical Specification Clause 405 , including cost and carriage of all materials from source to site of work, with all leads, lifts, loading, unloading, stacking and octori. (Finished work to be measured, complete) | 792 | Cum | - | - |
| 5.00 | Providing & applying Low Porosity primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of (0.70 – 1.0) Kg/Sqmt. using mechanical means as per MORD technical Specification Clause 502.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete) | 9,900 | Sqm | - | - |
| 6.00 | Providing & laying Bituminous macadam, 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site including all leads,liftsf, laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per MORD technical Specification Clause 504,including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete) | 495 | Cum | - | - |
| 7.00 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MORD technical specifications clause 503.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete) | 9,900 | Sqm | - | - |
| 8.00 | Providing, laying & rolling (by mechanical means) of 20mm thick open graded premix carpet, using bitumen (viscosity grade in accordence with IRC 111-2009 with modified waste plastic shall complie with IS-73 for viscosity graded paving bitumin or emulsion, to required line ,grade level, to serve as wearing course on perviously prepared base, including mixing in a suitable plant, using bitumen content not less than 3.96% plus plastic waste 0.34% laying & rolling with a three wheel 80-100 KN Static Roller capacity, finished to required level & grades as per IRC Technical specification includinng cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori.(finished work to be measured,complete). | 9,900 | Sqm | - | - |
| 9.00 | Providing and laying 6mm. seal coat ( by mechanical means) sealing the voids in a bituminious surface laid to the specified levels grade and cross fall using Type B, bitumen(S-90) as per MORD technical specification Clause 510. including cost and carriage of meterials from source to site of work, with all leads, lifts, loading unloading and octrio. (Finished work to be measured, complete) | 9,900 | Sqm | - | - |
| 10.00 | Construction of sub grade and earthen shoulders with approved material obtained from barrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.20. With a desired lead as per MORD technical specifications clause.303.1.including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured, complete) | 2,295 | Cum | - | - |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
17 Aug 2020, 5:00 pmClosed
Superintending Engineer
Superintending Engineer
Construction and Maintainance of road from Chandanwari to Chandanwari Bala Stage II Batch I 2018_19 Package No. JK03_267 Length 3.0km PMGSY Div URI
2020_KSRRD_96955_1
JK03267
Open Tender
CIVIL
Item Rate
365 days
Boniyar Baramulla
Please refer Tender documents.
18 documents required · 18 mandatory
₹10,000
Accounts Officer PMGSY Kashmir
₹3.4 L
Yes
Superintending Engineer PMGSY Circle Bla
1 Sept 2020
21 Jul 2020
18 Aug 2020
22 Jul 2020
17 Aug 2020
28 Jul 2020
27 Jul 2020
Amount
Pavements
Loosening of gound up to level of 150mm below the sub grade level,watered ,graded and compacted all layers to meet requirement of tables 300.1 and 300.2 for sub grade construction as per T.S.Clause 303.5.2
Granular sub-base course with local material (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 OMC , and compacting with smooth wheel roller to achieve the desired density, complete as per MORD technical . Specification. Clause 408. Using naturally occurring gravel, 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, complete)
WBM Grading 3rd: Providing, laying, spreading ,by manual means & 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 & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 3rd as per MORD technical Specification Clause 405 , including cost and carriage of all materials from source to site of work, with all leads, lifts, loading, unloading, stacking and octori. (Finished work to be measured, complete)
Providing & applying Low Porosity primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of (0.70 – 1.0) Kg/Sqmt. using mechanical means as per MORD technical Specification Clause 502.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete)
Providing & laying Bituminous macadam, 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site including all leads,liftsf, laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per MORD technical Specification Clause 504,including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete)
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MORD technical specifications clause 503.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete)
Providing, laying & rolling (by mechanical means) of 20mm thick open graded premix carpet, using bitumen (viscosity grade in accordence with IRC 111-2009 with modified waste plastic shall complie with IS-73 for viscosity graded paving bitumin or emulsion, to required line ,grade level, to serve as wearing course on perviously prepared base, including mixing in a suitable plant, using bitumen content not less than 3.96% plus plastic waste 0.34% laying & rolling with a three wheel 80-100 KN Static Roller capacity, finished to required level & grades as per IRC Technical specification includinng cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori.(finished work to be measured,complete).
Providing and laying 6mm. seal coat ( by mechanical means) sealing the voids in a bituminious surface laid to the specified levels grade and cross fall using Type B, bitumen(S-90) as per MORD technical specification Clause 510. including cost and carriage of meterials from source to site of work, with all leads, lifts, loading unloading and octrio. (Finished work to be measured, complete)
Construction of sub grade and earthen shoulders with approved material obtained from barrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.20. With a desired lead as per MORD technical specifications clause.303.1.including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured, complete)
Providing and fixing of empty tar barrels for side protection / road side beautification including filling of earth inside barrels applying lime chalk on the outside periphery of drum and fixing of plants inside the drum completee job as per directions of engineer at site.
Providing and Fixing of CRASH RAILINGS (Stainless steel/Alumunium) for side protection including the applying of reflecting paint .(Complete Job) as per direction of Engineer incharge at site.
Cement Concrete Drain (1500 RM)
Earth work in excavation for foundation of structures up to 3m depth as per drawing and MORD technical specifications clause1104.including setting out , construction of shoring and bracing , removal of stamps and other deleterious matter , dressing of sides and bottom and back filling with approved material. Including construction of temporary diversion, loading unloading, complete.(Finished work to be measured)
Providing and laying plain/reinforced cement concrete in open grade in leveling course PCC Grade M-10 as per drawing and MORD technical specification clause 802,803,1202 and 1203 including cost of form work and cost and carriage of all meterials from approved source to site of work with all leads,lifts loading un-loading and octori (Finished work to be measured)
Providing and laying plain/ reinforced cement concrete including cost of formwork, with M-15 grade as per drawing and technical specifications clause 802, 803, 1202 & 1203/ including all carriages, leads, lifts and form work costs complete.(Finished work to be measured, complete.)
MISCELLANEOUS ITEMS:-
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 middle plate duly welded with MS flat iron 25mmx5mm size on edges The lower plate will be welded with MS angle iron frame of 25x25x5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded o 2 No. 75x75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450x450x600 mm , 600mm below ground level. the topmost diamond plate will be welded to middle plate by 47x47 mm of SWG steel plate tube .All MS 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. (Fig No.2 ).
Providing and fixing of Citizens' Information Board as per drawing and MORD technical specification Clause 1700.2 (Fig 1/A)
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.
LATEEF aHMAD lONE
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