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Upgradation Of Asr-Ajanla Road ( Kukranwala ) To Chogawan-Ajnala Road Via Bhullar ( Under Pmgsy-Iii ) ( Batch-Ii , 2020-21 ) Block Harsha Chhinna , Distt . Amritsar . ( Pkg No . Pb01-156 ) , Amritsar-Punjab

Punjab Mandi Board-PMB has published Upgradation Of Asr-Ajanla Road ( Kukranwala ) To Chogawan-Ajnala Road Via Bhullar ( Under Pmgsy-Iii ) ( Batch-Ii , 2020-21 ) Block Harsha Chhinna , Distt . Amritsar . ( Pkg No . Pb01-156 ) . Submission Date for this Tender is 22-06-2021. Road Work Tenders in Amritsar Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

28062797
Corrigendum : Upgradation Of Asr-Ajanla Road ( Kukranwala ) To Chogawan-Ajnala Road Via Bhullar ( Under Pmgsy-Iii ) ( Batch-Ii , 2020-21 ) Block Harsha Chhinna , Distt . Amritsar . ( Pkg No . Pb01-156 )
Open Tender
Indian
Punjab
Amritsar
22-06-2021

Tender Details

Upgradation Of Asr-Ajanla Road ( Kukranwala ) To Chogawan-Ajnala Road Via Bhullar ( Under Pmgsy-Iii ) ( Batch-Ii , 2020-21 ) Block Harsha Chhinna , Distt . Amritsar . ( Pkg No . Pb01-156 )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Jun-2021 Dates Date 22-06-2021

Key Value

Document Fees
INR 10000 /-
EMD
INR 1862000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: UPGRADATION OF ASR-AJNALA ROAD (KUKRANWALA) TO CHOGAWAN-AJNALA ROAD VIA. BHULLAR UNDER PMGSY-III, BLOCK HARSHA CHHINA, DISTT. AMRITSAR. (LENGTH : 11.95 KM)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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 earlier and 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. 0.4565 Hec.
2 2 Dismentling of Existing Brick Edging complete in all respect. Including stacking of servicable material and disposal of unservicable material as per CSR - 8.5 (i) 363.61 CUM (Cubic Metre)
3 3 Credit of Bricks (3rd Class) received after dismentling 43633 Nos. (Number)
4 4 Credit of Brick bats received after dismentling 181.81 CUM (Cubic Metre)
5 5 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. 202.5 Metre (Running Meter)
6 6 Credit of old RCC Pipes received after dismentling 27 Nos. (Number)
7 7 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. 10883.8 CUM (Cubic Metre)
8 8 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.
9 9 (Brick Work) 86.41 CUM (Cubic Metre)
10 10 (Concrete Work), RCC+PCC 20.46 CUM (Cubic Metre)
11 11 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. 9423.89 CUM (Cubic Metre)
12 12 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 8228.02 CUM (Cubic Metre)
13 13 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 9423.89 CUM (Cubic Metre)
14 14 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 12573.7 CUM (Cubic Metre)
15 15 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 23786.7 Metre (Running Meter)
16 16 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. 4215.68 CUM (Cubic Metre)
17 17 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 5796.6 CUM (Cubic Metre)
18 18 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. 8552.23 CUM (Cubic Metre)
19 19 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. 5040.39 CUM (Cubic Metre)
20 20 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 64048.3 Sqm (Square Metre)
21 21 Bituminous macadam -Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous inder 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. 3136.34 CUM (Cubic Metre)
22 22 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 64048.3 Sqm (Square Metre)
23 23 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. 64048.3 Sqm (Square Metre)
24 24 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. 64048.3 Sqm (Square Metre)
25 25 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. 785.4 CUM (Cubic Metre)
26 26 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 1434.35 CUM (Cubic Metre)
27 27 Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 208.773 CUM (Cubic Metre)
28 28 Providing Plain Cement Concrete 1:4:8 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 11.57 CUM (Cubic Metre)
29 29 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, 44.82 CUM (Cubic Metre)
30 30 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 539.578 CUM (Cubic Metre)
31 31 Providing Cement Concrete (Plain / Reinforced) M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 92.045 CUM (Cubic Metre)
32 32 Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 6.06 CUM (Cubic Metre)
33 33 Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 18.576 CUM (Cubic Metre)
34 34 Providing Cement Concrete (Plain / Reinforced) of Grade M25 in Sub Structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 27.2003 CUM (Cubic Metre)
35 35 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 CUM (Cubic Metre)
36 36 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 615 120.16 RMT (Running Metre)
37 37 Supplying, fitting, and placing TMT Bars Fe500 reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 5.758 MT (Per Metric Tonne)
38 38 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 RMT (Running Metre)
39 39 Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204 1579.53 Sqm (Square Metre)
40 40 Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204 350.064 Sqm (Square Metre)
41 41 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 CUM (Cubic Metre)
42 42 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\nspecifications.. (CSR 22.15 (iii)) 4.2 RMT (Running Metre)
43 43 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. 209.944 Sqm (Square Metre)
44 44 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 614,709,1204.3.7 120 RMT (Running Metre)
45 45 Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8 263.75 CUM (Cubic Metre)
46 46 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 CUM (Cubic Metre)
47 47 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 2366.21 Sqm (Square Metre)
48 48 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 2 Each
49 49 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 10 Each
50 50 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 60 Each
51 51 Supply & Fixing of 250 mm dia NP Type-II pipe Boundary Pillar complete as per drawing & technical specification clause 1704 119 Each
52 52 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. 8 Each
53 53 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 Each
54 54 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. 4 Each
55 55 -do- Extra in Phirni Portion due to change in road pavement. 2 Each
56 56 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 Each
57 57 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
58 58 900mm equilateral triangle 13 Each
59 59 900 mm side octegon 21 Each
60 60 600mm equilateral triangle 13 Each
61 61 600 mm side Circular 22 Each
62 62 600x450 mm rectangular 17 Each
63 63 800x600mm rectangular direction & identification sign board 11 Each
64 64 1200x900 mm rectangular direction & identification sign board 9 Each
65 65 Hazard Markers (900 X 300mm) 4 Each
66 66 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. 7x5.50x15= 577.50\n 5x3.05x15 = 228.75 806.25 RMT (Running Metre)
67 67 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface comp. as per MORD Specifications. 641.78 Sqm (Square Metre)
68 68 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. 1262 Each
69 69 Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.
70 70 For 1st year 11.95 KM
71 71 For 2nd year 11.95 KM
72 72 For 3rd year 11.95 KM
73 73 For 4th year 11.95 KM
74 74 For 5th year 11.95 KM
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