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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAdmitted-Finance NO 152 E V R NAGAR SRIRANGAM TIRUCHIRAPPALLI 5 | TIRUCHIRAPPALLI | TAMIL NADU | 620001 | ₹5.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.0 Cr+₹3.7 L (0.75%)Admitted-Finance | ₹5.0 Cr+₹3.7 L (0.75%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S National Construction Co L1 | JR Builders L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubish upto a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. | 1.51 | Hectare | 17,412.15 ₹26,247.07 Lowest | 17,559.84 ₹26,469.7 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (7187.00- [728.12 (Brick edging) + 2297.25 (Structure Work)] = 4161.63 | 2,913.14 | Cum | 264.39 ₹7,70,205.08 Lowest | 266.64 ₹7,76,759.65 |
| 3.00 | Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with a lift upto 3m and lead upto 1000 metersas per Technical specification Clause 301.4 | 18,738.5 | Sqm | 6.84 ₹1,28,171.34 Lowest | 6.9 ₹1,29,295.65 |
| 4.00 | Providing and laying brick on end edging | 7,034 | Mtr | 66.39 ₹4,66,987.26 Lowest | 66.95 ₹4,70,926.3 |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 404. | 1,590.63 | Cum | 1,510.33 ₹24,02,376.21 Lowest | 1,523.14 ₹24,22,752.18 |
| 6.00 | 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 aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. | 1,627.75 | Cum | 1,578.09 ₹25,68,736 Lowest | 1,591.47 ₹25,90,515.29 |
| 7.00 | 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 | 21,703.22 | Sqm | 40.28 ₹8,74,205.7 Lowest | 40.62 ₹8,81,584.8 |
| 8.00 | 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. | 1,081.87 | Cum | 5,659.62 ₹61,22,973.09 Lowest | 5,707.63 ₹61,74,913.67 |
| 9.00 | Providing and applying tack coat with Bitumen (VG-10) using Pressure distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 61,688.21 | Sqm | 14.07 ₹8,67,953.11 Lowest | 14.19 ₹8,75,355.7 |
| 10.00 | 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 B as per Technical Specification Clause 508. | 61,688.21 | Sqm | 112.23 ₹69,23,267.81 Lowest | 113.19 ₹69,82,488.49 |
Tender Value
₹5.1 Cr
EMD Value
₹10.3 L
Closing Date
22 Sept 2023, 5:00 pmClosed
Er. Harjot Singh
Executive Engineer Provincial Division Gurdaspur
PB06306
2023_PWDBR_127950_1
Bid No 31 Bhumbli
Open Tender
Civil Works - Roads
Item Rate
180 days
Gurdaspur
Please refer Tender documents.
8 documents required · 8 mandatory
₹30,000
Executive Engineer Provincial Division Gurdaspur
₹10.3 L
Office of the XEN GSP
13 Oct 2023
2 Sept 2023
25 Sept 2023
2 Sept 2023
22 Sept 2023
2 Sept 2023
12 Sept 2023
Amount
Clearing grass and removal of rubish upto a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (7187.00- [728.12 (Brick edging) + 2297.25 (Structure Work)] = 4161.63
Scarifying the existing Bituminous road surface to a depth of 50mm and disposal of scarified material with a lift upto 3m and lead upto 1000 metersas per Technical specification Clause 301.4
Providing and laying brick on end edging
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 404.
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 aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
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
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.
Providing and applying tack coat with Bitumen (VG-10) using Pressure distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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 B as per Technical Specification Clause 508.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
Construction of 1.5m Span Slab Type Culvert with carrige way 7.50 m
Earth Work in Excavation for Foundation of Structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const, of shouring and bracing, removal of stumps and other deleterious matter, dressing of sides and botton and backfilling with apporved material
Providing Plain cement concrete 1:3:6 nominal mix in foundations complete as per drawing & technical specifications clauses 802, 803, 1202, 1203.
Providing concrete for plain concrete (PCC M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Providing concrete for plain concrete (PCC M-20) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Brick Masonry work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203
Brick masonry work in cement mortar 1:3 in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
Reinforced cement concrete (RCC M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Providing and laying reinforced cement concrete (RCC M-25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and fillling 20mm wide joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
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
Plastering 15mm with cement mortar (1:4) on brick work in substructure as per Technical specification 613.4, &1204.
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
Construction of U shaped Side Drain Size (450mmx600mm)
Earth Work in Excavation for Foundation of Structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const, of shouring and bracing, removal of stumps and other deleterious matter, dressing of sides and botton and backfilling with apporved material
Brick Masonry work in cement mortar 1:4 in foundation of Head Walls Complete excluding pointing and plastering as per drawing and technical specification Clauses 600, 1202 & 1203
Plain/reinforced Cement Concrete (1:2:4 M-20) in Sub Structure Complete as per drawings and technical Specification Clauses 802,805 1201 and 1204
Plastering 15mm with Cement Mortar (1:4) 15mm thick on brick work in sub structure as per technical specification Clause 613.4 & 1204
Construction of U shaped Covered Side Drain Size (450mmx600mm)
Earth Work in Excavation for Foundation of Structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const, of shouring and bracing, removal of stumps and other deleterious matter, dressing of sides and botton and backfilling with apporved material
Brick Masonry work in cement mortar 1:4 in foundation of Head Walls Complete excluding pointing and plastering as per drawing and technical specification Clauses 600, 1202 & 1203
Plain/reinforced Cement Concrete (1:2:4 M-20) in Sub Structure Complete as per drawings and technical Specification Clauses 802,805 1201 and 1204
Plain/reinforced Cement Concrete (RCC Grade M-25) in Sub Structure Complete as per drawings and technical Specification Clauses 802,805 1201 and 1204
Supplying, Cutting, fitting and placing TMT (Fe500/550) reinforcement bars in substrucure complete as per drawings and technicall Specificatio clauses 1002,1005,1010 and 1202
Plastering 15mm with Cement Mortar (1:4) 15mm thick on brick work in sub structure as per technical specification Clause 613.4 & 1204
Providing and fixing road furniture and PMGSY boards as per MORD specifications
Providing and fixing of typical PMGSY Citizen Informatory sign board with Logo as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. 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 and fixing 800x600mm village boards Retro-reflective tape fixed on 3 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable
Providing and fixing of 600x600x600mm Retro-reflective tape fixed on 3 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable
Providing and fixing of 600mm Circular Retro-reflective tape fixed on 3 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable
Providing and fixing of 600mm cautionary mandatory Retro-reflective tape fixed on 3 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable
Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with retro reflective high intensity microprismatic grade sheeting fixed over 3mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications
Reinforced cement concrete M15 grade 5th 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
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 1704
Reinforced cement concrete M15 grade 200 mtr 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
Providing and road marking with thermoplastic paint for Zebra crossing at school etc. as per CSR 24.57
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
Routine Maintenance after completion of construction worksb as per periodicity to Routine Maintenance mentioned in the contract data.
AMC for 1st Year (Fixed Rate =67671.00, bidder(s)/vendor(s) need not to quote for this)
AMC for 2ndYear (Fixed Rate =82956.00, bidder(s)/vendor(s) need not to quote for this)
AMC for 3rd Year (Fixed Rate =110162.00, bidder(s)/vendor(s) need not to quote for this)
AMC for 4th Year (Fixed Rate =129424.00, bidder(s)/vendor(s) need not to quote for this)
AMC for 5th Year (Fixed Rate =148682.00, bidder(s)/vendor(s) need not to quote for this)
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