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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 CrAccepted-AOC | ₹8.5 Cr | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹8.5 Cr+₹1.7 L (0.20%)Rejected-AOC OPP BDP OFFICE MALWAL ROAD FEROZEPUR 152002 | FEROZEPUR | FEROZEPUR | PUNJAB | 152002 | ₹8.5 Cr+₹1.7 L (0.20%) | L2 | Rejected-AOC REJECTED |
Tender Value
₹8.5 Cr
EMD Value
₹17 L
Closing Date
14 Jan 2021, 5:00 pmClosed
EXECUTIVE ENGINEER CIVIL PMB FARIDKOT
OFFICE OF EXECUTIVE ENGINEER CIVIL PMB FARIDKOT
Up-gradation of Link Road SH-16 Kotkapura-Muktsar Road Waradraka to Harinau Under PMGSY III ( Batch-I, 2020-21) Block kotkapura in District Faridkot Under Package PB-03-306
2020_AGRI_103993_1
PB03306
Open Tender
Civil Works - Roads
Piece-work
455 days
FARIDKOT
Please refer Tender documents.
11 documents required · 11 mandatory
₹10,000
EXECUTIVE ENGINEER CIVIL PMB FARIDKOT
₹17 L
Yes
5 May 2021
30 Dec 2020
15 Jan 2021
30 Dec 2020
14 Jan 2021
30 Dec 2020
Amount
Clearing and grubbing road
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 earlierand 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.
Dismantling of existing sturcture
Dismantling of existing sturcture like as Dry Brick work comp. as per Specification.
Dismantling of flexible pavements
Dismantling of flexible pavements disposel of dismentled materials upto lead of 100m stacking serviceable & un serviceable materials seperately as per Technical Specification clause 202. & Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Excavation for roadway
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Construction of embankment
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per MoRD Specification clause 301.5
Construction of embankment
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Loosening, Levelling and Compacting original ground
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1
Brick edging
Prov. and Laying brick edging complete as per Pb PWD specification
Granular Sub Base -
Granular Sub Base - Construction of granular sub base by Laying and consolidation of scarified / dismantled pavement material by adding 20% coarse sand as per specification,carrying the stone metal from stacks, spreaded in uniform layer on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401.
Granular Sub Base (Grading-I) -
Granular Sub Base (Grading-I) -
Granular Sub Base (Grading-I) - Construction of granular sub base by providing well graded material (Grade-I), spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401
Water Bound Macadam (Grading -I) -
Water Bound Macadam (Grading -I) -
Water Bound Macadam (Grading -I) - 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 type-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRD Specification Clause 405.
Primer Coat -
Primer Coat - Providing and applying primer coat with Bitumen Emulsion (Slow Setting-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per MoRD specification clause 502
Tack Coat - Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD specification clause 503
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 VG-10 @ 3.4% 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.
20mm Thick Open Graded Premix Carpet -
20mm Thick Open Graded Premix Carpet -
20mm Thick Open Graded Premix Carpet - Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using Bitumen(VG-10 1.46 Kg per sqm)to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, transported to site, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of Type ‘B as per MoRD specification clause 508.
Seal Coat -
Seal Coat - Providing and laying seal coat using Bitumen VG-10 for sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type ‘B’ as per MoRD specification clause 510.
CD Works
Earth work in excavation for foundation
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 bottom and backfilling with approved material
Providing Plain Cement Concrete 1:3:6 in open foundations
Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Providing and Laying Reinforced Cement Concrete
Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 (600 mm dia)
Brick Masonry work in cement mortar 1:4
Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203
Brick Masonary work in cement mortar 1:4 in sub structure
Brick Masonary work in cement mortar 1:4 in sub structure complte except pointing and plastering as per drawing and technical specification Clauses 602, 603' 604, 1202, & 1204
Supplying and fixing of 4" DIA PVC Pipe for weep holes
Providing Plain Cement Concrete M-20 for Architectural
Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 50mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710
Plain cement concrete 1:2:4 M20 in open foundations
Providing plain cement concrete 1:2:4 M20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Joint filler
Providing and fixing in position premoulded 20mm thick joint filler in expension joints for fixed & as per MORD Specification.
Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure
Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure complete as per drawings and technical specifications Clause 802,804,805,806,807,1202 & 1204
Plastering with Cement Mortar (1:4), 15 mm thick on
Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204
Plastering with Cement Mortar (1:4), 12 mm thick on
Plastering with Cement Mortar (1:4), 12 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204
Deep struck Pointing
Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204
Painting two coats
Painting two coats including prime 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 (On architectural coping)
Finishing walls with exterior decorative
Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade including preparation of surface complete as per CSR item no. 16.14 (On parapet)
Supplying of Granular Material and backfilling as
Supplying of Granular Material and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications Clause 1204.3.8
Supplying of Fine sand and backfilling as filter
Supplying of Fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications Clause 1204.3.8
TMT Bars Fe500/550 reinforcement in superstructure
Supplying, fitting, and placing TMT Bars Fe500/550 reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Mild steel railing
Providing, fitting & fixing mild steel railing including paiting synthetic enamel after applying primer
Cement Concrete (Plain / Reinforced) of Grade M25
Providing Cement Concrete (Plain / Reinforced) of Grade M25 in Super Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Making bore and installation
Making bore and installation of pumping set for dewatering arrangements complete in all respects (considering 16 no. of bores & 5 m deep) CSR item no. 25.5
dewatering
Making dewatering arrangement by pumping set 4"x4" (Tractor driven) CSR Item no. 25.6
Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801
900 mm equilateral triangle
900 mm equilateral triangle
600 mm equilateral triangle
600 mm equilateral triangle
600 mm circular
600 mm circular
800 mm x 600 mm rectangular
800 mm x 600 mm rectangular
600 mm x 450 mm rectangular
600 mm x 450 mm rectangular
900 mm side octegon
900 mm side octegon
1200 x 900 mm Direction and place identification
1200 x 900 mm Direction and place identification
Place identification (800x600mm) retro-reflectorised sign
Providing and erecting direction and place identification (800x600mm) retro-reflectorised sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drqwings and Technical Specification Clause 1701
PMGSY Logo & Informatory sign board
Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.
PMGSY Logo sign board with Logo
Providing and fixing of typical PMGSY Logo sign board with Logo as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 200x200x5mm in cement concrete M-20 (As per Drg.) grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.
Rumble strips
Provision of 15 Nos. rumble strips covered with Open Graded Premix bituminous carpet using bitumen & Painted with white road marking paint. 15-20 mm high at centre, 250 mm wide placed at 1 m centre sto centre at approved locations to control speed, marked with white strips of road marking paint. (CSR 24.62A)
Reinforced Cement Concrete M15 grade ordinary kilometre stone
Reinforced Cement Concrete M15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703 and Technical Specification Clause 1703
Reinforced Cement Concrete M15 grade 5th kilometre stone
Reinforced Cement Concrete M15 grade 5th kilometre 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 200 metre
Reinforced Cement Concrete M15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703
Boundary pillar
Supplying & fixing of 250mm dia NP Type-II RCC Pipe for Boundary pillar, complete as per drawing and technical Specification Clause 1704
PMGSY Citizen Informatory board
Providing and fixing of PMGSY Citizen Informatory board as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.
Maintenance sign board
Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. MS Plates 1.6 mm thick duly welded 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. MS square tubes posts 75mm x 4.9mm thick 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. 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
Road Marking with Hot Applied Thermoplastic
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface comp. as per MORD Specifications as per CSR item no. 24.57
First class Dry brick on ede flooring or paving
First class Dry brick on ede flooring or paving in ordinary bounded courses or in herring bond or other special courses/bond alongwith compaction work & preparation of sub grade with including loosening,leveling of earth 225 mm thick top layer,rough dressing of soil ,final dressing of earth to give level camber,watering ,rolling with road roller ,compacting the bed to achieve minimum dry density as give in Table 300-2 as per technical clause 305 of Morth & specification
Credit of old material
Bricks
Brick Bats
Credit old RCC Pipe (NP type-2) recived after dismantling of existing culverts
AMC for 1st Year (Fixed Rate =39142, bidder(s)/vendor(s) need not to quote for this)
AMC for 2ndYear (Fixed Rate =51349, bidder(s)/vendor(s) need not to quote for this)
AMC for 3rd Year (Fixed Rate =78366, bidder(s)/vendor(s) need not to quote for this)
AMC for 4th Year (Fixed Rate =107957, bidder(s)/vendor(s) need not to quote for this)
AMC for 5th Year (Fixed Rate =140311, bidder(s)/vendor(s) need not to quote for this)
VIKRAM BINDRA AND COMPANY
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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