Public Works Department Tender
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Costs
EMD
₹ 9,65,060Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_14093_1Bid Award Id
ViewTender No
32 of PWD RnB Nubra 2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
1004.06
-
1825.11
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm.
13387.5
-
52.29
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
669.38
-
8692.45
2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887, using 96 kg per cum of chippings, includingcontent) complying with IS : 8887, using 96 kg per cum of chippings, including consolidation with road roller of 6 to 9 tonne capacity etc. complete.
13387.5
-
235.36
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
13387.5
-
104.69
Providing and applying 2.5 mm thick road marking strips (retro- reflective) 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.
765
-
597.63
Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30 cmmeasured at a height of 1m aboveground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
12900
-
31.83
Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50 m and making up the trenched are a toproperlevelsbyfillingwith earthor earthmixedwith sludge or/andmanure before and after flooding trenchwith water (excluding cost of imported earth, sludge or manure).
1500
-
76.94
Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M-30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
12666.79
-
1186.44
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
165
-
8504.17
Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass for m s a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately). .In rows 5 cm apart in either direction.
20733.81
-
13.13
Providing and growing plant with selection No. 1 in one directions including watering and maintenance of the plant for 3 months or more till the plant forms, free from weeds and fit for mowing including supplying farm clay up 300 mm thick, sludge, manure, pesticides, extra earth, disposal of rubbish, trench excavvation and all labour with lead and lift etc. complete as directed by engineer in-charge. a) Rose.
100
-
550.84
b) JK trader Dahlia
100
-
593.22
c) Marigold
100
-
508.47
Providing and growing plant with selection No. 1 in one directions including watering and maintenance of the plant for 3 months or more till the plant forms, free from weeds and fit for mowing including supplying farm clay up 300 mm thick, sludge, manure, pesticides, extra earth, disposal of rubbish, trench excavvation and all labour with lead and lift etc. complete as directed by engineer in-charge. a) Poplar Tree
1000
-
296.61
b) Apple Tree
1000
-
466.1
Providing and laying M.S pipe for crossing. A) 300 mm dia
3
-
29661.01
B) 250 mm dia
3
-
27966.1
Installation testing and commisioning of solar street light. Including pole, PCCM15 in foundation all complete.
100
-
21186.44
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
110
-
5725.33
Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
190
-
537.71
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