Punjab Mandi Board Tender
If you want to inquire about any e-tender the Punjab government has posted, Bidassist gives a one-stop solution i.e. being a registered bidder you will find every eprocurement Punjab tender on BidAssist.There is no need to enter all the details on the website of etender.up.nic.in as BidAssist helps you find the specific Punjab etender you're looking for. Read further to learn how to search and bid for etender Punjab.
Costs
EMD
₹ 11,45,000Document Cost
₹ 30,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_AGRI_134896_1Bid Award Id
ViewTender No
PMGSY-III (Batch-III)Tender Authority
Punjab Mandi Board ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Credit of Brick bats
91.42
-
-
Dismentling 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. MORD 2.14
1064.35
-
-
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. MORD 2.6 (B)
90
-
-
Excavation for roadway in soil using mech means including cutting and pushing the earth to site of embakement up to a distance of 100 m, including trriming bottom and side slopes in accordance with requirements of lines,grades and X section as per Clause 302 MORD 3.5
5015.38
-
-
Loosening, 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 MORD 3.2
3007.5
-
-
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. MORD 3.3
5015.38
-
-
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. MORD 3.4
203.88
-
-
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 Punjab PWD specifications
12067
-
-
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. MORD 4.1
638.61
-
-
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. MORD 4.1
3731.9
-
-
Water Bound Macadam (Grading - 2) - 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 2 as per MoRD Specification Clause 405. MORD 4.7 ii
4078.86
-
-
Water Bound Macadam (Grading - 3 ) -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 3 as per MoRD Specification Clause 405. MORD 4.7 iii
2561.87
-
-
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. MORD 5.1 i
29483.21
-
-
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. MORD 5.2 ii
29483.21
-
-
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. MORD 5.3
1444.73
-
-
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 MORD 5.11
29483.21
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.MORD 6.4
495
-
-
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. ( On Shoulder RD : 1/180 - 1/525 Both Side ) MORD 6.7
1925
-
-
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. MORD 2.13
82.5
-
-
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. MORD 9.1
2169.11
-
-
Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4
335.2
-
-
Providing Plain Cement Concrete 1:4:8 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD 11.4
77.02
-
-
Providing Plain/ Reinforced Cement Concrete M-15 in Sub Structure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807 1202 & 1204. MORD 12.5 ii
314.02
-
-
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 MORD 11
534.95
-
-
Providing Cement Concrete (Plain / Reinforced) M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4 III (ii)
108.4
-
-
Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure complete as per drawings and technical specifications Clause 802, 804, 805,806, 807, 1204, R.C.C. grade M20 Nominal Mix (1:2:4) MORD 13.1 I.
42.47
-
-
Providing Cement Concrete (Plain / Reinforced) of Grade M25 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD 11.4 V.
101.76
-
-
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 MORD 13.1 II.
52.78
-
-
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 1100, 600, 700 & 1200 MORD 9.15 P 9-9
72.12
-
-
Supplying, fitting, and placing TMT Bars Fe 500 reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. Integirated Plant Marked. MORD 13.3
41.05
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 450 mm dia 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 MORD 9.7
81
-
-
Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204. MORD 9.13
1673.83
-
-
Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204. MORD 12.2
217.36
-
-
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 MORD 13.1 I ii
11.55
-
-
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.
33
-
-
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 technical specification
222.25
-
-
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 MORD 12.9
160
-
-
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 MORD 12.10
364.16
-
-
Plain/Reinforced cement concrete (M-35) in open foundation complete as per drawing and technical specifications using transit mixed and batching plant MoRTH 13.05
86.63
-
-
Reinforced cement concrete (M-35) in sub-structure complete as per drawing and technical specifications using transit mixed and batching plant MoRTH 12.08
86.21
-
-
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.MORD12.11
126
-
-
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 MORD 10.10
1
-
-
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 MORD 10.10
5
-
-
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 MORD 10.10
24
-
-
Supply & Fixing of 250 mm dia NP Type-II pipe Boundary Pillar complete as per drawing & technical specification clause 1704 CSR 24.39
60
-
-
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. MORD 10.16
3
-
-
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..MORD 10.16
2
-
-
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.MORD 10.16
6
-
-
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.MORD 10.16
2
-
-
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 MORD 10.2
-
-
-
900mm equilateral triangle
28
-
-
900 mm size octegon
7
-
-
600mm equilateral triangle
29
-
-
600 mm size Circular
19
-
-
600x450 mm rectangular
20
-
-
800x600mm rectangular direction & identification sign board
4
-
-
1200x900 mm rectangular direction & identification sign board
3
-
-
Hazard Markers (900 X 300mm)
80
-
-
Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. CSR 24.56(a)
75
-
-
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
1734
-
-
Supplying and fixing of single mould twin shankreflective road studs made out of polycarbonate/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. as per CSR 24.63
1478
-
-
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. Katcha Approches & Brick Paved Streets ( Taking 75% of qty ) MORD 4.18
589.05
-
-
Routine Maintenance after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.
-
-
-
For 1st year
6.05
218312
-
For 2nd year
6.05
302970
-
For 3rd year
6.05
556447
-
For 4th year
6.05
721885
-
For 5th year
6.05
902475
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements