Postgraduate Institute Of Medical And Education And Research Tender

Calculate bid estimation of Chandigarh PGIMER Tender

Postgraduate Institute Of Medical And Education And Research - PGIMER Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 May 2025
Closing Date14 May 2025
Tender Amount₹ 6,49,036 
Notes
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Costs

Description

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BOQ Items

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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

9.61

747

7186.36

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On W.B.M. @ 0.75 Kg / sqm

87.92

60

5319.16

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Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.

87.92

130

11504.33

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Add water charges @ 0.5%

1

3229

3229.03

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Supplying and stacking at site.

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-

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200 mm dia Ductile Iron Double Flanged

96.14

3360

323107.31

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Water Bound macadam road

87.92

217

19118.2

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200 mm diameter

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-

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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :

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-

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

21.1

263

5569.35

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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :

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-

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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres.

87.92

218

19245.69

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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

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-

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bituminous road

87.92

428

37673.72

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63 mm to 45 mm size stone aggregate.

13.4

1636

21923.07

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Class II

2

14622

29245.9

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Providing, laying and rolling of Mixed seal surfacing material of 30 mm bituminous concrete produced with hot mixed plant using crushed aggregate conforming to grading 2 of table 500-18 pre mixed with straight run bitumen VG-30 grade @ 5.65% (by weight of total mix), transport to site laid with paver finisher to required grade, Level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction complete as per clause 508 of MORTH specification.

87.92

300

26376

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53 mm to 22.4 mm size stone aggregate.

13.4

1842

24686.82

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Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :

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-

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Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking , rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate watering and compacting to the required density .

31.35

1046

32821.88

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

96.14

352

33855.7

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :

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-

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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

2

18896

37793.4



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