Punjab Mandi Board Tender
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Costs
EMD
₹ 9,13,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_AGRI_130148_1Bid Award Id
ViewTender No
28 of 2023Tender Authority
Punjab Mandi Board ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Credit of Brick bats received after dismentling
71.75
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Removing all type of Hume Pipes and stacking within a lead of 1000 Mtr. Including earth work and dismentling of masonary work as per technical specification Clause 202.
157.5
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Credit of old RCC Pipes received after dismentling
32
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Dismantling of flexible pavements and disposal of dismantled materails upto a lead of 100 m stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.
797.13
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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.
3131.07
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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
2369.74
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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
5858.73
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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 lead as per MoRD Specification clause 301.5
2813.92
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Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Technical specifications
14791.45
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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.
355.02
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Modified Soil (Lime treated soil CBR10)Providing, laying and spreading soil on a prepared sub-grade, pulverising, mixing the spread soil in place with rotavator with 4 percent slaked lime with minimum 70 percent of Cao, grading with motor grader and compacting with road roller at OMC to achieve atleast 98 percent of the Max. dry density to form a layer of sub-base as per Technical Specification clause 403.
1579.83
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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
3040.27
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Water Bound Macadam (Grading - II) - 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 ype-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading II as per MoRD Specification Clause 405.
4536.51
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Water Bound Macadam (Grading - II) - 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 ype-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading II as per MoRD Specification Clause 405. ( Labour Rate Only)
243.01
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Water Bound Macadam (Grading - III) -Providing, laying, spreading and compacting stone aggregates wbm GR-II) 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-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405.
3173.5
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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
42373.85
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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
42373.85
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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 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 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of Type ‘B as per MoRD specification clause 508.
42373.85
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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.
42373.85
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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
1056.16
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Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
1020.4
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Providing Plain Cement Concrete 1:4:8 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
11.57
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Plain cement concrete grade M15 Nominal Mix (1:2.5:5)complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,
65.64
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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
158.61
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Providing Cement Concrete (Plain / Reinforced) M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
6.44
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Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
6.06
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Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
13.93
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Providing Cement Concrete (Plain / Reinforced) of Grade M25 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
1.52
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Providing and laying reinforced cement concrete R.C.C M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
3.97
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Providing Plain Cement Concrete M-20 for Architectural Coping 75mm thick 0.395 mtr. Width on top of Head walls / Wing walls/returnwalls etc complete as per drawings and technical specifications Clause 615
110.52
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Supplying, fitting, and placing TMT Bars Fe500 reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. Integirated Plant Marked.
2.07
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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
153
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Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204
160.58
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Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204
313.79
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Providing and laying cement concrete wearing course M-30 grade complete as per drawing complete as per drawings and Technical Specification Clauses 800, 1205.4 and 1206.3
1.42
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical
specifications.. (CSR 22.15 (iii))
4.2
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Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701.
195.18
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Providing weephole in brick masonry / stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slop of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7
507
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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
353.17
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Providing concrete grade M20 Nominal mix 1:2:4. for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.
1.35
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Laying Brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and X-section shows on the drawing filling joints with sand and earth spreading 25 mm thick layer of Earth over brick Soling watering and rolling the same with three wheel road roller 80-100 kN as per technical specification Clauses 412
778.05
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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
1
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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
6
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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
31
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Supply & Fixing of 250 mm dia NP Type-II pipe Boundary Pillar complete as per drawing & technical specification clause 1704
76
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Supplying and fixing of Logo Board (Logo board at starting point & Intermediate distance) with Vertical Post MS Square Tube 80x80x4.80mm,Defination & Diamond Plate of ACP Sheet 3mm thick back side angle iron 25x25x3mm with Retro Reflective Tape type IV including cutting, lettering, Fixing comp. in all respects.
4
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Providing and fixing of PMGSY Citizen Informatory board ( A & B) 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 in cement concrete M-20 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.
2
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Providing and fixing of PMGSY Maintenance Information board 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 with base plate 300x300x5mm duly embedded 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.
2
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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 x 75mm 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
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900mm equilateral triangle
47
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900 mm side octegon
15
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600mm equilateral triangle
28
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600 mm side Circular
11
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600x450 mm rectangular
17
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800x600mm rectangular direction & identification sign board
11
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1200x900 mm rectangular direction & identification sign board
4
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Hazard Markers (900 X 300mm)
164
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Providing and making Rumble Strips 20mm high at centre, 250mm wide placed at 1 meter c/c over freshly laid bituminous layer using OGPC to control speed and marked with 100 mm wide white strips of thermoplastic road marking paint complete as per specifications. 6x5.50x15= 495.00 11x3.05x15 = 503.25
998.25
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Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications
451.73
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Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.
813.89
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Routine Maintenance after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.
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For 1st year
7.34
422360
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For 2nd year
7.34
535763
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For 3rd year
7.34
860495
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For 4th year
7.34
1075630
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For 5th year
7.34
1310127
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