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Punjab Mandi Board Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Dec 2022
Closing Date4 Jan 2023
Tender AmountRefer Documents
Costs
EMD
₹ 8,64,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Upgradation Of Link Road From T03-abk Road To Patti Khemkaran Via Varnala, Channa Sarja Mirja , Under Pmgsy-iii Batch-ii Block Bhikihwind Distt. Tarn Taran
Description
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Contact
Tender Id
2022_AGRI_122210_1Bid Award Id
ViewTender No
PACKAGE NO PB22-011Tender Authority
Punjab Mandi Board ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Excavation for roadway in soil using Mechanically means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification of MORD Clause 302 (3.5II)
2013.49
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Loosing , Levelling and Compacting original ground supporting embankement 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 Specifications Clause 301.4.1
2482.19
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Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5
2013.49
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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 leads as per MoRD Specification clause 301.5
6742.5
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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
14806.66
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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.
708.21
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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
1862.57
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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 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.
4204.01
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Water Bound Macadam (Grading -II) -Providing, laying, spreading and compacting stone aggregates wbm GR-III) 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 2 as per MoRD Specification Clause 405.
2101.19
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Primer Coat - Providing and applying primer coat with 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
27593.66
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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
27593.66
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Providing laying and rolling of Open-graded premix carpet 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade 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, 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 or as per Technical specification Clause 508.
27593.66
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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.
27593.66
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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 Upto 3.00 Mtr Depth
3065.7
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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
188.29
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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 (450mm dia)
90
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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
1932.74
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Providing cement concrete 1:2:4 for Architectural Coping 395mm wide 50mm thick on top of Head walls complete as per drawings and technical specifications Clause 615 & 710
520.46
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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
2935.54
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Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204
1102.85
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Painting two coats with prime coat after filling the surface with epoxy paint in all shades on new plastred concreate surface.as pec Tech.specification of MORD 1701.
541.55
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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
107.3
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Providing reinforced cement concrete 1:2:4 M20 in sub-structure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204
6.97
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Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202.
5.23
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Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202. (With Extra Rate for Steel FE 415, FE500, FE 550 (Integrated Plant marked) CSR M-42 Part-I)
6.99
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Providing plain cement concrete 1:2:4 M20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
176.11
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
20.48
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Dismantling of Brick Work in Cement mortor of existing sturcture like as culverts, Bridges, Retaining walls and other structures comparsing of mesonary, Cement Concrete, woodwork, steel work etc. as per tech. Specification Clause 202.1
88.2
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Reinforced cement concrete (RCC Grade M-25) in sub structure complete as per drawingsand technical specification clauses 802,804,805,806,807,1202 and 1204.
36.33
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Reinforced cement concrete (RCC Grade M-25) in super structure complete as per drawingsand technical specification clauses 802,804,805,806,807,1202 and 1204.
69.9
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Providing and fixing in positin 20 mm thick premoulded Bitumenious joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant compleate as per drawing and technical specifications as per clause 1200 300 mm wide
36
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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
742.26
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Laying Cement Concrete Pipe NP3 (burried conduits) 1000mm dia on first class bedding of granularnmaterial including fixing collar with cement sand mlortar 1:2 but excluding excavation, protection works backfilling, concrete and masonary work in head wall and parapets as per Technical Specification Clause 1100.
30
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
60
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Credit of old RCC Pipes 1000mm received after dismentling
45
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Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond along with preparation of sub grade with rough dressing of soil, final dressing of earth to give level surface and comber including watering, rolling with road roller. All joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, complete in all respects. as per CSR 14.19
3359.1
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Reinforced cement concrete M 15 grade 5th. kilometre stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
1
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Reinforced cement concrete M 15 grade ordinary kilometre stone(precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
6
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Reinforced cement concrete M 15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
28
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Supply & Fixing of 250 mm dia NP Type-II pipe Boundary Pillar complete as per drawing & technical specification clause 1704
61
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Supplying and fixing of Logo Board 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 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 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.
2
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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 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-reflectorised cautionary, mandatory and informatory signs as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 1.5 mm thick 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 Technical Specification Clause 801
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900mm equilateral triangle
6
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900 mm side octegon
6
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600mm equilateral triangle
14
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600 mm side Circular/octegon
10
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300x900 mm rectangular (Hazard Marker)
4
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800x600mm rectangular direction & identification sign board
2
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1200x900 mm rectangular direction & identification sign board
2
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Providing and fixing of Road Stud size 100mm x 100 mm die cast in aluminium, resistant to corrosive effect of salt & grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedded in suitable bituminious grout or epoxy mortar, all as per BS :- 873 (part-4) 1973.
150
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Providing and making Rumble Strips 20mm high at centre,250 mm wide placed at 1 meter c/c over freshly laid bituminous layer using OGPC to Control Speed and marked with 100mm wide white strips of thermoplastic road marking paint complete as per specifications
333
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Providing and laying hot applied thermoplastic compound 2.5mm thick including reflacto raising glass beads @ Rs. 250 gm. Per Sqm area thickness of 2.5mm inclusive of surface applied glass beads as per CSR. 24.57
116.54
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Credit of Material
-
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Bricks (3rd Class) received after dismentling of culverts parapets
19842.52
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Brick Bats
126.78
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Credit of Old steel received after dismentling
655.22
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Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.
-
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For 1st year
7.1
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For 2nd year
7.1
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For 3rd year
7.1
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For 4th year
7.1
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For 5th year
7.1
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Evaluation Notes How It Works ?
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